BS EN 15057-2006 Fibre cement profiled sheets - Impact resistance test method《纤维水泥成型薄板 耐冲击试验方法》.pdf

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1、 g49g50g3g38g50g51g60g44g49g42g3g58g44g55g43g50g56g55g3g37g54g44g3g51g40g53g48g44g54g54g44g50g49g3g40g59g38g40g51g55g3g36g54g3g51g40g53g48g44g55g55g40g39g3g37g60g3g38g50g51g60g53g44g42g43g55g3g47g36g58The European Standard EN 15057:2006 has the status of a British StandardICS 91.100.40Fibre cement p

2、rofiled sheets Impact resistance test methodBRITISH STANDARDBS EN15057:2006BS EN 15057:2006This British Standard was published under the authority of the Standards Policy and Strategy Committee on 31 July 2006 BSI 2006ISBN 0 580 48485 8request to its secretary.Cross-referencesThe British Standards w

3、hich implement international or European publications referred to in this document may be found in the BSI Catalogue under the section entitled “International Standards Correspondence Index”, or by using the “Search” facility of the BSI Electronic Catalogue or of British Standards Online.This public

4、ation does not purport to include all the necessary provisions of a contract. Users are responsible for its correct application. Compliance with a British Standard does not of itself confer immunity from legal obligations.Summary of pagesThis document comprises a front cover, an inside front cover,

5、the EN title page, pages 2 to 18, an inside back cover and a back cover.The BSI copyright notice displayed in this document indicates when the document was last issued.Amendments issued since publicationAmd. No. Date CommentsA list of organizations represented on this subcommittee can be obtained on

6、 aid enquirers to understand the text; present to the responsible international/European committee any enquiries on the interpretation, or proposals for change, and keep UK interests informed; monitor related international and European developments and promulgate them in the UK.National forewordThis

7、 British Standard is the official English language version of EN 15057:2006. The UK participation in its preparation was entrusted by Technical Committee B/542, Roofing and cladding products for discontinuous laying, to Subcommittee B/542/4, Fibre-reinforced cement sheeting for roofing, which has th

8、e responsibility to: EUROPEAN STANDARDNORME EUROPENNEEUROPISCHE NORMEN 15057June 2006ICS 91.100.40English VersionFibre cement profiled sheets - Impact resistance test methodPlaques profiles en fibres ciment - Mthode dessai dersistance au chocFaserzement-Wellplatten - SchlagfestigkeitsprfungThis Euro

9、pean Standard was approved by CEN on 24 May 2006.CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this EuropeanStandard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concern

10、ing such nationalstandards may be obtained on application to the Central Secretariat or to any CEN member.This European Standard exists in three official versions (English, French, German). A version in any other language made by translationunder the responsibility of a CEN member into its own langu

11、age and notified to the Central Secretariat has the same status as the officialversions.CEN members are the national standards bodies of Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France,Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta

12、, Netherlands, Norway, Poland, Portugal, Romania,Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMIT EUROPEN DE NORMALISATIONEUROPISCHES KOMITEE FR NORMUNGManagement Centre: rue de Stassart, 36 B-1050 Brussels 2006 CEN All rights of exploitat

13、ion in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 15057:2006: EEN 15057:2006 (E) 2 Contents Page Foreword3 Introduction .4 1 Scope 5 2 Normative references 5 3 Terms and definitions .5 4 Symbols and abbreviations 5 5 Product requirements .6 6 Sampling procedure

14、6 7 Test method for the determination of soft body impact resistance.7 8 Test report . 17 Bibliography. 18 EN 15057:2006 (E) 3 Foreword This document (EN 15057:2006) has been prepared by Technical Committee CEN/TC 128 “Roof covering products for discontinuous laying and products for wall cladding”,

15、the secretariat of which is held by IBN/BIN. 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 December 2006, and conflicting national standards shall be withdrawn at the latest by December 2006. Ac

16、cording to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lith

17、uania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. EN 15057:2006 (E) 4 Introduction Different fibre-cement profiled sheets on the market incorporate additional features to contribute to security during construc

18、tion of the roof. Fibre-cement profiled sheets have been evaluated for impact resistance by a number of national methods, designed to simulate the impact of accidental falling on the roof. The results from the different existing methods are not directly comparable. This European Standard establishes

19、 an agreed method for evaluation of impact resistance of fibre-cement profiled sheet products, based on the experiences obtained over the last number of years in different countries. This is a product standard with no classifications, but this test procedure with different drop heights or number of

20、drops may be used by national regulators to set classifications for roof assemblies. The performance of a roof constructed with these products depends not only on the property of the product as required by this European Standard, but also on the design, construction and performance of the roof as a

21、whole in relation to the environment and conditions of use. EN 15057:2006 (E) 5 1 Scope This European Standard specifies a soft body impact test method for fibre-cement profiled sheets for roofing. This European Standard applies to fibre-cement profiled sheets conforming to EN 494 and of length grea

22、ter than or equal to 1,04 m. It applies only to products as delivered. NOTE This European Standard can be applied, after agreement between manufacturer and purchaser, to curved sheets. 2 Normative references The following referenced documents are indispensable for the application of this document. F

23、or dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. EN 494:2004, Fibre-cement profiled sheets and fittings Product specification and test methods ISO 7892, Vertical building elements Impact res

24、istance tests Impact bodies and general test procedures 3 Terms and definitions For the purposes of this document, the following terms and definitions apply. 3.1 profiled sheet component the cross section of which consists of corrugations as defined in 3.1 of EN 494:2004 3.2 type test test carried o

25、ut to demonstrate conformity with the requirements of this European Standard or for approval of a new product and/or when a fundamental change is made in formulation and/or method of manufacture the effects of which cannot be predicted on the basis of previous experience. The test is performed on th

26、e delivered product, but is not required for each production batch 3.3 as delivered same condition as the producer intends to supply the product after completing all aspects of the process including maturing and, when appropriate, painting 3.4 span distance between the parallel support axes 3.5 lap

27、(overlap) amount one sheet overlaps another at either the end (end lap) or the side (side lap) 4 Symbols and abbreviations For the purpose of this document, the following symbols and abbreviations apply. E Impact energy in joules EN 15057:2006 (E) 6 h Impact height in metres m Mass of the soft body

28、impactor in kilograms g Acceleration due to gravity in metres per second squared w1Weight of specimen in grams w2Weight of dried specimen in grams IPN I Beam Profiles Normales IPE I Beam Profiles European 5 Product requirements 5.1 Composition Fibre cement profiled sheets shall have a composition ac

29、cording to 5.1.1 of EN 494:2004. 5.2 Appearance and finish Shall be as defined in 5.1.2 of EN 494:2004. 5.3 Criteria for compliance When tested in accordance with 7.6 the sheets shall meet the following criteria: the sheet under test shall arrest the fall of the impactor and retain it on the test as

30、sembly for a period of at least 60 s. compliance is required by 8 out of 8 sheets. If 1 of the 8 sheets fails, a further 8 sheets shall be tested with a compliance requirement of 8 out of 8 sheets passing the test. 6 Sampling procedure 6.1 Sampling method Take an adequate number of full size sheets

31、(16 or 24) drawn at random from a consignment of at least 151 sheets or, in case of continuous production, from a production batch. All sheets used on the test assembly shall be from the same consignment or production batch. The size of the production batch is chosen by the manufacturer up to a maxi

32、mum of one weeks production. If 1 sample out of 8 fails in the first test, the samples for retest are taken in the same manner. 6.2 Type testing The impact resistance test is a type test and shall be performed to demonstrate conformity to this European Standard. For continuous production the type te

33、st shall be repeated at least once every year. EN 15057:2006 (E) 7 7 Test method for the determination of soft body impact resistance 7.1 Principle The soft body impact resistance is determined by dropping a 50kg spheroconical bag with no initial speed from a height of 1200mm perpendiculary into the

34、 centre of the mid sheet of a given test assembly (see Figure 2) and measuring the time for which the bag is retained by the same sheet. NOTE This creates an impact energy which is in excess of the impact energy released by a person falling from a standing position. 7.2 Test apparatus The apparatus

35、consists of: a) A frame (see Figure 2) of minimum height 600 mm, made of IPN or IPE 140 bars reinforced by U braces of height 50 mm. These shall be either welded or screwed. Minimum length of the frame: 3 000 mm. Width of the frame: 1 300 mm, measured at the inside of the IPN or IPE 140. This frame

36、shall be placed on a flat, solid surface. b) Supports (see Figure 3) made of 4 IPN or IPE 100 bars of minimum length 1 430 mm. Two steel plates of 200 mm x 60 mm x 10 mm are welded on at each end. The supports are either welded or screwed into position parallel to each other using bolts M 10 x 30. T

37、he upper face of the supports shall be in a horizontal plane with a tolerance of 1 mm. c) A spheroconical canvas or leather bag of diameter (400 40) mm (see Figure 1 and ISO 7892) filled with (3,0 0,3) mm diameter glass spheres to give a total weight of (50 0,5) kg as the soft body impactor. d) A sy

38、stem for the instant release of the bag without application of initial energy. e) Hooks of the dimensions described in Figure 4 with a characteristic resistance of 2300 N. The hooks will be fitted with a washer as described in Figure 7. f) A measuring rod of (1 200 2) mm to measure the distance h be

39、tween the base of the bag and the crown of the corrugation of the sheets to be tested. g) A torque spanner for adjusting the fittings. EN 15057:2006 (E) 8 Key A suspension ring (or rings) B leather strip C 8 canvas sections D leather bottom Figure 1 Spheroconical bag EN 15057:2006 (E) 9 Dimensions i

40、n millimetres Key A mid span B mid sheet Figure 2 Frame front and side view EN 15057:2006 (E) 10 Dimensions in millimetres Figure 3 IPN or IPE 100 bar EN 15057:2006 (E) 11 Dimensions in millimetres Key A 90 mm + height of corrugation of the sheet Figure 4 Hook bolt EN 15057:2006 (E) 12 Dimensions in

41、 millimetres Key A see Table 3 B see Table 3 Figure 5 Fixing positions of the specimen EN 15057:2006 (E) 13 Dimensions in millimetres Key W washer X overlap of 140 mm Y hook bolt diameter 8 mm Z bolts M 10 x 30 mm Figure 6 Positioning of the sheets EN 15057:2006 (E) 14 Dimensions in millimetres Figu

42、re 7 Washer 7.3 Number of tests The test shall be carried out on the test assembly described in 7.5 and shall consist of 1 impact per sheet length. 8 tests are required with a new assembly for each of the tests. The length of the overlap and underlap sheets shall be (760 10) mm. The point of impact

43、shall be in the centre at mid span (see Figure 2). The relevant sheet length span and overlap are given in Table 1. EN 15057:2006 (E) 15 Table 1 Sheet length, overlap and span Sheet length (mm) Overlap (mm) nominal value Span (mm) 1 040 140 900 1 220 140 1 080 1 520 140 1 380 The specimens should be

44、 tested with one of the above values, or at the maximum allowed by code of practice or recommended by the manufacturer. The tolerance for each of the dimensions in Table 1 is 10 mm for the sheet length and 2 mm for the span. 7.4 Moisture content of the test specimens The specimens to be tested shall

45、 have an average moisture content in the range of 8 % to 16 %. 7.5 Test assembly Fix the IPN/IPE 100 bars (see Figure 3) on the frame according to the relevant span (see Table 1). The sheets are drilled to a diameter of 9 mm at positions A and B (see Figure 5) according to both the length and number

46、 of corrugations, as specified in Tables 2 and 3. Table 2 Location of fixings Number of corrugations of the fibre-cement sheets Position of the fixings 8 corrugations 2ndand 6thcorrugation 7 corrugations 2ndand 4thcorrugation or 2ndand 6thcorrugation 6 corrugations 2ndand 5thcorrugation 5 corrugatio

47、ns 2ndand 5thcorrugation 4 corrugations 2ndand 4thcorrugation Table 3 Fixing positions of the specimen Sheet length (mm) A (mm) B (mm) 1 040 70 900 1 220 70 1 080 1 520 70 1 380 EN 15057:2006 (E) 16 The tolerance for A and B is 2 mm. The sheets shall have two fixings at each end, at the top of the c

48、orrugations as specified in Tables 2 and 3. The sheets shall be fixed symmetrically with respect to the longitudinal axis of the frame and with the crowns of the corrugations perpendicular to the IPN bars (see Figures 5 and 6). Fix the sheets to the IPN bars at each location using hooks and washers

49、as defined in 7.2. The overlap and underlap sheets are fixed in the same way. The screws of the hooks are then tightened with the torque spanner applying a moment of 1,5 Nm. The vertical axis of the bag is positioned at the centre of the sheet at midspan (see Figure 2). The bag is raised and reformed in the spheroconical shape defined by ISO 7892 so that its base hangs at 1 200 mm from the crown of the corrugation. Check the drop height using the measuring rod. The bag is released