BS 1217-2008 Cast stone - Specification《铸石 规范》.pdf
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1、BS 1217:2008Cast stone SpecificationICS 91.100.15NO COPYING WITHOUT BSI PERMISSION EXCEPT AS PERMITTED BY COPYRIGHT LAWBRITISH STANDARDPublishing and copyright informationThe BSI copyright notice displayed in this document indicates when the document was last issued. BSI 2008ISBN 978 0 580 60693 9Th
2、e following BSI references relate to the work on this standard:Committee reference B/524Draft for comment 07/30172627 DCPublication historyFirst published April 1945Second edition, April 1975Third edition, September 1986Fourth edition, March 1997Fifth (present) edition, August 2008Amendments issued
3、since publicationAmd. no. Date Text affectedBS 1217:2008 BSI 2008 iBS 1217:2008ContentsForeword ii1 Scope 12 Normative references 13 Terms and definitions 14 Two-part mix units 15 Reinforcement 26 Compressive strength 27 Surface finish 28 Tolerances 39 Weathering 310 Marking 4AnnexesAnnex A (normati
4、ve) CAT weathering 5Annex B (informative) General notes for guidance 6Annex C (informative) Guidance on slenderness ratios (SR) 7Bibliography 9List of figuresFigure C.1 Typical sections of cast stone product illustrating the inscribed or superscribed circle for estimating the slenderness ratio 8List
5、 of tablesTable 1 Tolerances 3Table B.1 Selection guidance to specifier with reference to the manufacturing method of cast stone units 6Summary of pagesThis document comprises a front cover, an inside front cover, pages i and ii, pages 1 to 9 and a back cover.BS 1217:2008ii BSI 2008ForewordPublishin
6、g informationThis British Standard is published by BSI and came into effect on 29 August 2008. It was prepared by Technical Committee B/524, Precast concrete products. A list of organizations represented on this committee can be obtained on request to its secretary.SupersessionThis British Standard
7、supersedes BS 1217:1997, which is withdrawn.Information about this documentThis new edition of BS 1217 takes cognizance of the publications of BS EN 771-5 and BS EN 845-2 and represents the requirements of a long-established industry manufacturing products both for buildings and for use in other app
8、lications. It does not represent a full review or revision of the Standard which will be undertaken in due course.Apart from a general tidying of the text, omission of any requirements regarding concreting material, the Standard concentrates on product requirements. The reinforcement section has bee
9、n extended to permit non-metallic material provided such reinforcement has the requisite reinforcing properties. Annex C remains informative on slenderness ratios and minor improvements have been made to the figures to make them clearer. Presentational conventionsThe provisions of this standard are
10、presented in roman (i.e. upright) type. Its requirements are expressed in sentences in which the principal auxiliary verb is “shall”.Commentary, explanation and general informative material is presented in smaller italic type, and does not constitute a normative element.Requirements in this standard
11、 are drafted in accordance with The BSI guide to standardization Section 2: Rules for the structure, drafting and presentation of British Standards, subclause 11.3.1, which states, “Requirements should be expressed using wording such as: When tested as described in Annex A, the product shall .”. Thi
12、s means that only those products that are capable of passing the specified test will be deemed to conform to this standard.Contractual and legal considerationsThis publication does not purport to include all the necessary provisions of a contract. Users are responsible for its correct application.Co
13、mpliance with a British Standard cannot confer immunity from legal obligations. BSI 2008 1BS 1217:20081 ScopeThis British Standard specifies performance requirements for cast stone products other than for those products conforming to BS 5642-1, Sills, BS 5642-2, Copings, BS EN 771-5, Manufactured st
14、one masonry units and BS EN 845-2, Lintels, which contain product specific requirements.2 Normative referencesThe 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
15、 the referenced document (including any amendments) applies.BS 1881-208, Testing concrete Part 208: Recommendations for the determination of the initial surface absorption of concreteBS EN 12390-2, Testing hardened concrete Part 2: Making and curing specimens for strength testsBS EN 12390-3, Testing
16、 hardened concrete Part 3: Compressive strength of test specimens3 Terms and definitionsFor the purposes of this British Standard, the following terms and definitions apply.3.1 cast stoneany material manufactured with aggregate and cementitious binder, intended to resemble in appearance, and which m
17、ay be used in a similar way to, natural stoneNOTE Cast stone units are either homogeneous throughout or consist of facing and backing materials.3.2 visual faceany face or part of a cast stone unit visible after completion of works3.3 exposed faceany face which is not bedded or otherwise protected in
18、 the works (e.g. with mortar or bitumen)NOTE Unbedded parts of a sill face or faces exposed to a cavity are examples of exposed faces. Visual faces are exposed faces but not necessarily vice versa.3.4 interfaceirregular face between the facing and backing mixes in two-part mixesNOTE See Clause 4.4 T
19、wo-part mix unitsWhen cast stone units are made from separate facing and backing mixes:a) visual faces shall have a minimum facing mix thickness of 20 mm at any point;b) a bond between the facing and backing mixes shall be made either by a mechanical key or by inter-diffusion.BS 1217:20082 BSI 20085
20、 ReinforcementUntreated steel shall have actual minimum covers of 40 mm from any visual face and 30 mm from any other exposed face. Such reinforcement shall neither be placed closer than 10 mm to the interface of stone, nor across the interface unless the cementitious binder used in both mixes is id
21、entical.Galvanized steel shall have actual minimum covers of 30 mm from any visual face and 20 mm from any other exposed face. Such reinforcement shall neither be placed closer than 10 mm to the interface of cast stone units, nor across the interface unless the cementitious binder used in both mixes
22、 is identical.Non-corroding metals (e.g. austenitic stainless steel, bronze alloys, copper) or other materials shall have a minimum actual cover of 10 mm or two bar diameters (of the nearest bars to the surface), whichever is the greater, from any exposed face.Cut galvanized or epoxy-coated reinforc
23、ement shall have the cut faces protected by suitable means (e.g. zinc paint and epoxy paint respectively).6 Compressive strengthThree cube test specimens either 100 mm or 150 mm in size shall be made from the facing or homogeneous mix, and where appropriate three further cube specimens 100 mm or 150
24、 mm in size shall be made from the backing mix.The method of compaction shall be as similar as possible to represent the relevant production and the cubes shall be cured in accordance with BS EN 12390-2 and crushed up to 28 days old in accordance with BS EN 12390-3. The average strength of any set o
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