1、 Reference number ISO 9125:2009(E) ISO 2009INTERNATIONAL STANDARD ISO 9125 Second edition 2009-05-15 Fibre-cement slates and fittings Product specification and test methods Ardoises et leurs accessoires en fibres-ciment Spcification du produit et mthodes dessai ISO 9125:2009(E) PDF disclaimer This P
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5、T ISO 2009 All rights reserved. Unless otherwise specified, no part of this publication may be reproduced or utilized in any form or by any means, electronic or mechanical, including photocopying and microfilm, without permission in writing from either ISO at the address below or ISOs member body in
6、 the country of the requester. ISO copyright office Case postale 56 CH-1211 Geneva 20 Tel. + 41 22 749 01 11 Fax + 41 22 749 09 47 E-mail copyrightiso.org Web www.iso.org Published in Switzerland ii ISO 2009 All rights reservedISO 9125:2009(E) ISO 2009 All rights reserved iii Contents Page Foreword
7、iv Introduction v 1 Scope . 1 2 Normative references . 1 3 Terms and definitions. 1 4 Symbols and abbreviations . 3 5 Requirements 4 5.1 General. 4 5.2 Composition 4 5.3 Appearance and finish . 4 5.4 Dimensions and tolerances . 5 5.5 Physical requirements and characteristics .6 5.6 Requirements conc
8、erning fire. 7 5.7 Product performance 7 6 Evaluation of conformity 8 6.1 General. 8 6.2 Type testing. 8 6.3 Quality control system . 9 6.4 Inspection of a consignment of finished products . 10 7 Test requirements. 10 7.1 General. 10 7.2 Dimensional and geometrical tests 11 7.3 Physical performance
9、tests . 11 8 Marking 13 Annex A (normative) Consignment and inspection sampling. 15 Annex B (normative) Dimensional measurement and geometrical testing procedures. 16 Annex C (normative) Test method for the determination of the bending moment of fibre-cement slates 18 Annex D (normative) Statistical
10、 method for determining the corresponding wet values or revised dry specifications for the bending moment when making the dry method of test or when tested prior to coating for quality control purposes. 21 Annex E (normative) Test method for the determination of the apparent density of fibre-cement
11、slates 25 Annex F (normative) Test for the determination of water permeability of fibre-cement slates . 27 Annex G (normative) Test method for the evaluation of the freeze-thaw performance of fibre- cement slates 28 Annex H (normative) Test method for the evaluation of heat-rain performance of fibre
12、-cement slates 31 Annex I (normative) Test method for the warm-water evaluation test for fibre-cement slates 33 Annex J (normative) Test method for the soak-dry evaluation test for fibre-cement slates 35 Annex K (informative) Examples 37 Bibliography . 40 ISO 9125:2009(E) iv ISO 2009 All rights rese
13、rvedForeword ISO (the International Organization for Standardization) is a worldwide federation of national standards bodies (ISO member bodies). The work of preparing International Standards is normally carried out through ISO technical committees. Each member body interested in a subject for which
14、 a technical committee has been established has the right to be represented on that committee. International organizations, governmental and non-governmental, in liaison with ISO, also take part in the work. ISO collaborates closely with the International Electrotechnical Commission (IEC) on all mat
15、ters of electrotechnical standardization. International Standards are drafted in accordance with the rules given in the ISO/IEC Directives, Part 2. The main task of technical committees is to prepare International Standards. Draft International Standards adopted by the technical committees are circu
16、lated to the member bodies for voting. Publication as an International Standard requires approval by at least 75 % of the member bodies casting a vote. Attention is drawn to the possibility that some of the elements of this International Standard may be the subject of patent rights. ISO shall not be
17、 held responsible for identifying any or all such patent rights. ISO 9125 was prepared by Technical Committee ISO/TC 77, Products in fibre reinforced cement. This second edition cancels and replaces ISO 9384:1991 1)together with the first edition (ISO 9125:1990), which has been technically revised.
18、It also incorporates the amendment ISO 9125:1990/Amd.1:2004 and the technical corrigenda ISO 9125:1990/Cor.1:1993 and ISO 9125:1990/Cor.2:2005. 1) ISO 9384:1991, Fibre-cement siding shingles. ISO 9125:2009(E) ISO 2009 All rights reserved v Introduction The purpose of this International Standard is t
19、o provide manufacturers and purchasers with uniform requirements for fibre-cement slate products. These requirements are performance based, and have been specified with the objective of ensuring product quality, industry efficiency, and the performance of the product in service. In the development o
20、f this International Standard the technical committee had as an objective the harmonization, where possible, with other national fibre-cement standards, i.e. those of the European Committee for Standardization (CEN), American Society for the Testing of Materials (ASTM), Japanese Industrial Standards
21、 Committee (JIS), to facilitate and promote uniform performance benchmarks for the global use of fibre-cement products. INTERNATIONAL STANDARD ISO 9125:2009(E) ISO 2009 All rights reserved 1 Fibre-cement slates and fittings Product specification and test methods 1 Scope This International Standard s
22、pecifies technical requirements and methods for the inspection and testing of fibre-cement slates and shingles and their fibre-cement fittings, designed to protect the weather-exposed surfaces on roofs and claddings of buildings. Products covered by this International Standard can be used for other
23、purposes provided they comply with the appropriate national or international application code or standard. This International Standard applies to fibre-cement slates with a height dimension not exceeding 850 mm for overlapping assembly (see 5.4). The type tests described in this International Standa
24、rd are not intended to evaluate the performance of the coating in isolation (colour fastness, adhesion, etc.). Specific performance requirements for coatings are referenced in other ISO or national standards. This International Standard does not apply to fibre-cement slates reinforced with asbestos
25、fibres. This International Standard does not include calculations for installation requirements, wind uplift or rain proofing of the installed products. NOTE National standards for installation requirements can be adopted. 2 Normative references The following referenced documents are indispensable f
26、or 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. ISO 390:1993, Products in fibre-reinforced cement Sampling and inspection ISO 2859-1, Sampling procedur
27、es for inspection by attributes Part 1: Sampling schemes indexed by acceptance quality limit (AQL) for lot-by-lot inspection ISO 3951-1, Sampling procedures for inspection by variables Part 1: Specification for single sampling plans indexed by acceptance quality limit (AQL) for lot-by-lot inspection
28、 for a single quality characteristic and a single AQL ISO 12468-1, External exposure of roofs to fire Part 1: Test method ISO 12468-2, External fire exposure to roofs Part 2: Classification of roofs 3 Terms and definitions For the purposes of this document, the following terms and definitions apply.
29、 ISO 9125:2009(E) 2 ISO 2009 All rights reserved3.1 acceptance test test to establish whether a batch of sheets conforms to a specification Adapted from ISO 390:1993, 3.5 NOTE 1 The test is performed on samples drawn from continuous production or from a consignment. NOTE 2 Test methods, specificatio
30、ns and limit values are specified in this International Standard. Sampling levels and acceptance criteria are specified in Clause 6. 3.2 acceptable quality level AQL maximum percent defective (or maximum number of defects per 100 units) that can be considered satisfactory as a long-term average qual
31、ity level in a sampling plan NOTE When a manufacturers process satisfies a sampling scheme with an AQL of 4 % this indicates that 96 % of the inspected product exceeds the specification. This type of specification provides the consumer with a clearly defined lower quality boundary; this does not occ
32、ur if acceptance is based solely on the average value of the measured property. Examples of sampling schemes can be found in ISO 390, ISO 2859-1, or ISO 3951-1. 3.3 ambient conditions ambient laboratory conditions temperature: 23 C 10 C relative humidity: 50 % 20 % 3.4 apparent density dry mass per
33、unit volume based upon the volume of the sample calculated by water displacement or equivalent NOTE This is an average density of the material and pores coated or uncoated (as delivered). 3.5 as delivered as the producer intends to supply the product after completing all aspects of the process inclu
34、ding maturing and, when appropriate, coating 3.6 reinforcement fibres organic or inorganic reinforcement fibres for the manufacture of fibre-cement slates complying with this International Standard (See 5.2.2.) 3.7 type test test made to demonstrate conformity with the requirements of this Internati
35、onal Standard or for the 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 NOTE The test is performed on the as-delivered product, but is not required for each p
36、roduction batch. 3.8 upper face face normally exposed to the weather ISO 9125:2009(E) ISO 2009 All rights reserved 3 4 Symbols and abbreviations a nominal length or width of slates, expressed in millimetres b one of the coefficients of the regression line (refer to Annex D) apparent density of the s
37、late, expressed in grams per cubic centimetre e thickness of fibre-cement slate, expressed in millimetres F load at rupture, expressed in newtons F corcorrelation coefficient between wet and dry values h dimension of the fibre-cement slate measured perpendicular to the line of fixing that is at or n
38、earest to the horizontal plane of the roof (see Figures K.1 and K.2), expressed in millimetres i current number of the paired specimen l length (span) between support centres in bending moment test, expressed in millimetres l bdimension of the specimen (length or width) measured parallel to the test
39、 machine supports, expressed in millimetres m mass of the specimen after drying, expressed in grams M fbending moment at fracture, expressed in newton-metres per metre M fcibending moment at fracture of the ith unexposed reference specimen, expressed in newton-metres per metre M fibending moment at
40、fracture of the ith exposed specimen after the type test, expressed in newton-metres per metre P breaking load, expressed in newtons R Lratio of the lower mean values of the bending moment for exposed and unexposed specimens n number of paired specimens NT new technology (asbestos-free) R average ra
41、tio of the bending moments of exposed and unexposed specimens r radius of parallel supports in bending moment test, expressed in millimetres R cllower estimate of the mean of the ratios at 95 % confidence level of the bending moments at rupture of exposed and unexposed specimens R imean of bending m
42、oments of a set of samples for initial type test (see Annex C) R miindividual ratio of the bending moments of exposed and unexposed specimens of the ith pair of specimens s standard deviation of the values in the appropriate calculation V volume of specimen, expressed in cubic centimetres ISO 9125:2
43、009(E) 4 ISO 2009 All rights reserved5 Requirements 5.1 General Products covered by this International Standard are divided into two categories according to their resistance to frost and into four classes according to their bending moment. 5.2 Composition 5.2.1 General Fibre-cement slates and fittin
44、gs shall consist essentially of cement or a calcium silicate formed by the chemical reaction of a siliceous and a calcareous material, reinforced by fibres. Process aids, fillers, aggregates and pigments that are compatible with the fibre-reinforced cement may be added. 5.2.2 Reinforcement 5.2.2.1 R
45、einforcement material Reinforcement may be one or a combination of the following materials: cellulose fibre; synthetic organic fibre; glass fibre. 5.2.2.2 Reinforcement pattern The reinforcement materials may have one or more of the following forms: discrete elements, randomly dispersed; continuous
46、strands. 5.2.3 Cement The cement shall comply with the relevant national standards in the country of manufacture. 5.2.4 Manufacture These products may be formed either with or without pressure, and cured under either natural or accelerated conditions, to meet the physical requirements specified in t
47、his International Standard. 5.3 Appearance and finish The exposed face of the slates may be with or without texture. The slates may be coloured or left in their natural colour. The slates may also receive coatings on their surfaces. Variations of the surface appearance that do not impair the fitness
48、 for purpose of the product are permitted. The fittings shall have a general appearance and finish compatible with the fibre-cement slates with which they are to be used. ISO 9125:2009(E) ISO 2009 All rights reserved 5 5.4 Dimensions and tolerances 5.4.1 General The manufacturer shall specify the sh
49、apes, sizes and configuration of edges of the fibre-cement slates. Fittings shall have nominal dimensions and shapes determined by the manufacturer and appropriate to the corresponding fibre-cement slates. 5.4.2 Thickness The manufacturer shall specify the nominal thickness of the slates. The nominal thickness of the fittings shall be not less than the corresponding nominal thickness of the fibre- cement slates with which the fittings are being used. The average fibre-cement slate thickness, determined in acco
