ASTM C1448 C1448M-2005(2010) Standard Specification for Non-Asbestos Fiber-Cement Conduit《非石棉的纤维混凝土导管标准规范》.pdf

《ASTM C1448 C1448M-2005(2010) Standard Specification for Non-Asbestos Fiber-Cement Conduit《非石棉的纤维混凝土导管标准规范》.pdf》由会员分享，可在线阅读，更多相关《ASTM C1448 C1448M-2005(2010) Standard Specification for Non-Asbestos Fiber-Cement Conduit《非石棉的纤维混凝土导管标准规范》.pdf（5页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: C1448/C1448M 05 (Reapproved 2010)Standard Specification forNon-Asbestos Fiber-Cement Conduit1This standard is issued under the fixed designation C1448/C1448M; the number immediately following the designation indicates theyear of original adoption or, in the case of revision, the year of

2、 last revision. A number in parentheses indicates the year of lastreapproval. A superscript epsilon () indicates an editorial change since the last revision or reapproval.1. Scope1.1 This specification covers non-asbestos fiber-cementconduit for use in electric-power systems and communicationsystems

3、. The service is for both underground and exposedconditions.1.2 The values stated in either inch-pound units or SI unitsare to be regarded separately as standard. Within the text, theSI units are shown in brackets. The values stated in eachsystem are not exact equivalents; therefore each system shal

4、lbe used independently of the other. Combining values from thetwo systems may result in nonconformance with the specifi-cation.1.3 This standard does not purport to address all of thesafety concerns, if any, associated with its use. It is theresponsibility of the user of this standard to establish a

5、ppro-priate safety and health practices and determine the applica-bility of regulatory limitations prior to use.2. Referenced Documents2.1 ASTM Standards:2C150 Specification for Portland CementC497 Test Methods for Concrete Pipe, Manhole Sections, orTileC500 Test Methods for Asbestos-Cement PipeC595

6、 Specification for Blended Hydraulic CementsC1154 Terminology for Non-Asbestos Fiber-ReinforcedCement Products2.2 Military Standard:MIL-STD-129 Marking for Shipment and Storage32.3 Federal Standard:No. 123 Marking for Domestic Shipment (Civilian Agen-cies)32.4 ISO Standards:ISO 390 Products in Fibre

7、 Reinforced CementSamplingand Inspection4ISO 28591 Sampling Procedures for Inspection by At-tributes Part 1: Sampling Schemes Indexed byAcceptanceQuality Limit (AQL) for Lot-by-Lot Inspection4ISO 3951 Sampling Procedures and Charts for Inspectionby Variables for Percent Nonconforming42.5 Other Stand

8、ards:Uniform Freight Classification Rules5National Motor Freight Classification Rules63. Terminology3.1 DefinitionsRefer to Terminology C1154.3.1.1 conduit, nfiber-cement pipe used to protect wiresfor electric-power or communication systems, for both under-ground and exposed situations.3.1.2 couplin

9、gcomponent made from a larger diameterpipe of the same type or Type II and of the same class or ahigher class, or produced otherwise to yield at least equalperformance, for joining fiber-cement pipe that when properlyinstalled, forms a silt-tight joint, allows alignment correctionsand slight changes

10、 in direction, and provides an assembledjoint equivalent in serviceability and strength to the pipesections.3.1.3 fittingsfittings such as adapters, reducers, increasers,bends, and bell ends, for use in laying fiber-cement conduit asdescribed in Section 5 and made to such dimensions as willprovide e

11、quivalent strength and silt-tight joints when as-sembled with the conduit.4. Classification4.1 The classes of conduit shall be as follows:4.1.1 Class BIntended for use encased in concrete afterinstallation, and4.1.2 Class CIntended for use without concrete encase-ment, or for exposed services.4.2 Th

12、e types of conduit shall be known as Type I and TypeII corresponding to the chemical requirements given in Section1This specification is under the jurisdiction of ASTM Committee C17 onFiber-Reinforced Cement Products and is the direct responsibility of SubcommitteeC17.02 on Non-Asbestos Fiber Cement

13、 Products.Current edition approved Aug. 1, 2010. Published October 2010. Originallyapproved in 1999. Last previous edition approved in 2005 as C1448/C1448M 05.DOI: 10.1520/C1448_C1448M-05R10.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serv

14、iceastm.org. For Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.3Available from Standardization Documents Order Desk, Bldg. 4 Section D, 700Robbins Avenue, Philadelphia, PA 19111-5094.4Available from International Organization for Sta

15、ndardization (ISO), 1 rue deVaremb, Case postale 56, CH-1211, Geneva 20, Switzerland.5Available from the Uniform Classification Commission, Room 1106, 222 S.Riverside Plaza, Chicago, IL 60606.6Available from National Motor Freight Inc., 1616 P St., NW, Washington, DC20036.1Copyright ASTM Internation

16、al, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.S3 of this specification. For a more thorough understandingand as a guide to the chemical resistance of fiber-cementconduit, reference is made to Test Methods C500.NOTE 1There are no chemical requirements for Typ

17、e I Conduit.NOTE 2To assist the purchaser in choosing the type of conduit mostsuitable for his use, the following descriptions of usage may be consid-ered:4.2.1 Type IFor use where nonaggressive water and soilof moderate sulfate content are expected to come in contactwith the conduit, and4.2.2 Type

18、IIFor use where moderately aggressive wateror water and soil of high sulfate content, or both, are expectedto come in contact with the conduit.4.3 The conduit shall be furnished in 1.5, 2, 3, 4, 5, and 6-in.40, 50, 75, 100, and 150 mm nominal sizes and shall have acircular cross section.5. Materials

19、 and Manufacture5.1 Fiber-cement conduit shall be composed of an intimatemixture of an inorganic hydraulic binder (see SpecificationC150) or a calcium silicate binder (see Specification C595)formed by the chemical reaction of a siliceous material and acalcareous material reinforced by organic fibers

20、, inorganicnon-asbestos fibers, or both. Process aids, fillers and pigmentswhich are compatible with fiber-reinforced cement are notprohibited from being added. All material shall be of laminarconstruction formed under pressure to a homogeneous struc-ture and cured to meet the physical and chemical

21、requirementsof this specification.6. Mechanical Properties6.1 Flexural Strength:6.1.1 Each 10 or 13 ft 3048 or 3962 mm standard lengthand each 9.5 ft 2896 mm or longer random length conduitshall have sufficient flexural strength to withstand, withoutfailure, the total load prescribed in Table 1, whe

22、n tested inaccordance with 6.1.1.1.6.1.1.1 The specimen shall be mounted longitudinally on“V” blocks, preferably of hard wood or of steel, 2 in. 50 mmlong, 120 2 rad angle of “V,” faces 5 by 2 in. 130 by 50mm, and the load applied through a rectangular block, 2 in.50 mm in width, at the center of th

23、e span. The spans betweenthe faces of supporting blocks shall be as given in Table 1 forthe particular class of conduit. The breaking loads, the averageof at least two specimens from each length, shall not be lessthan those given in Table 1 for the particular class of conduit.6.2 Crushing StrengthCr

24、ushing tests shall be conductedbefore shipment. Test Specimens 12 in. 300 mm long cutfrom an unmachined portion of pipe shall be tested in accor-dance with the appropriate section of Test Methods C497.7. Dimensions, Mass, and Tolerances7.1 The average inside diameter measured at the end of thecondui

25、t shall be 60.1 in. 63 mm of the nominal insidediameter.7.2 The bore of the conduit shall pass freely through amandrel 3 ft 1 m long and 0.25 in. 6 mm less in diameterthan the nominal inside diameter of the conduit.7.3 The inner dimensions of the bends shall be such that aball 0.4 in. 10 mm less in

26、diameter than the nominal insidediameter of the conduit, shall pass freely through them.7.4 Couplings and coupling areas of the conduit shall bemachined or otherwise finished to such dimensions as willprovide silt-tight joints when assembled with proper accesso-ries and put into the service for whic

27、h the conduit is intended.7.5 The nominal length for fiber-cement conduit shall bedesignated by the manufacturer. Unless otherwise agreed bythe Owner, furnish a maximum of 15 % of the total footage ofany one size and type for any order, at the manufacturersoption, in pipe lengths shorter than the no

28、minal. These shall betermed random lengths.8. Workmanship, Finish and Appearance8.1 Machined ends of the conduit that receive the couplingshall be free of dents and gouges that will affect the silt-tightness of the joint.8.2 Each conduit shall be free of bulges, dents, and tears onthe inside surface

29、 that result in a variation of more than 0.2 in.5 mm from the adjacent unaffected portions of the surface.8.3 All inside edges of the conduit shall be rounded andsmooth. The ends of each length of conduit shall be at rightangles to the axis of the conduit.9. Sampling9.1 Test all material under this

30、specification after immersionunder water at 73 6 7F 23 6 4C for a minimum of 24 h forthe crushing tests and in a normal air-dried condition inequilibrium with atmospheric humidity for the flexural tests.9.1.1 Employ sampling procedures providing an averageoutgoing quality limit (AOQL) of 6.5 %, exce

31、pt where specificsampling is required by particular test procedures. AppendixX1 describes a sampling plan which provides an AOQL of6.5 %.9.1.2 The minimum sample size for sampling and accep-tance by attributes or variables shall be in Table 3.9.1.3 Pipes of different sizes or classes but of sequenti

32、almanufacture in a continuous manufacturing process may besampled as being in the same inspection lot.9.2 For crushing tests sample the required number of fulllengths of pipe according to the inspection lot size. Cut one testspecimen 12 in. 300 mm long from the unmachined end ofeach of the selected

33、pipe lengths. (WarningIn addition toother precautions, when cutting fiber-cement products mini-mize the dust that results. Prolonged breathing or frequentTABLE 1 Flexural Strength RequirementsNominalInnerDiameterTest Span(Free Span)Class BAppliedTest LoadClass CAppliedTest Loadin. mm in. mm lbf kN l

34、bf kN1.5 40 30 760 600 2.70 850 3.802 50 30 760 600 2.70 850 3.803 75 30 762 600 2.70 850 3.804 100 30 762 980 4.40 1260 5.605 130 48 1219 1100 4.90 1500 6.706 150 54 1372 1300 5.80 2000 8.90C1448/C1448M 05 (2010)2breathing of significant airborne concentrations of silica ishazardous. When such dust

35、 is generated, effective measuresshall be taken to prevent inhalation.)NOTE 3When sampling from continuous production, these tests maybe conducted on dry, equilibrium, or saturated specimens, provided arelationship can be established between this testing and the specifiedvalues.NOTE 4A manufacturers

36、 process with an AOQL of 6.5 % indicatesthat better than 93.5 % of the inspected production exceeds the specifi-cations for marginally accepted product. This type of specificationprovides the protection and confidence of a clearly defined lowerboundary. This would not be true if acceptance were base

37、d solely on theaverage value of the measured property. Examples of sampling schemesthat may be used can be found in documents such as ISO 390. Othersampling schemes may be used that maintain equally rigorous qualitylevels. Inspection by attributes consists of determining, for every item ofa sample,

38、the presence or absence of a certain qualitative characteristic(attribute) with respect to the applicable specification. It is, in essence, apass-fail inspection that determines the number of items in a sample thatdo or do not conform to the specification. An attribute could be adimensional measurem

39、ent, or a flexural strength value, or others that aredescribed in these test methods. Inspection by variable consists ofmeasuring a quantitative characteristic for each item in a sample.Conformance with the applicable specification is determined from themean values of the measured properties and the

40、 statistical variations ofthese values above and below the mean. Appendix X1 details samplingplans to suit all common sampling situations, and specifies the number ofspecimens to be taken from each batch and the acceptance/rejectioncriteria. The specified inspection levels have been selected to suit

41、fiber-cement products, to balance the cost of assessment against confi-dence in results commensurate with this industry.10. Inspection10.1 All material furnished under this specification shallconform to the physical and chemical requirements statedherein and may be subject to factory inspection by t

42、hepurchaser. All conduit shall be inspected by the manufacturerfor compliance to dimensional tolerances and workmanship.The manufacturer shall accept to certify that his productconforms to the requirements of this specification.10.2 The manufacturer shall maintain a Quality Manual thatincludes organ

43、izational responsibilities in the manufacturingprocess, the specification of all raw materials, the specificationof key process variables, the specification of test methods to beused for testing material in process, and a Process QualityAssurance Inspection and Test Plan that establishes those parts

44、of the process that are subject to regular quality assuranceinspection and test.10.3 When requested by the purchaser for the purposes ofquality assurance, and to ensure product conformity, a copy ofthe Process Quality Assurance Inspection and Test Plan shallbe supplied by the manufacturer.10.4 On or

45、ders requiring inspection by the purchaser, themanufacturer shall arrange the time of testing so that thepurchaser or his authorized inspector may be present to witnesssuch tests at the purchasers expense.11. Rejection and Rehearing11.1 Failure of an inspection lot to comply with the mini-mum Flexur

46、al Strength Requirements of Table 1 or CrushingStrength Requirements of Table 2 using a sampling plan withan AOQL of 6.5 % shall be cause for rejection of that lot.11.2 Material that fails to conform to the requirements ofthis specification constitutes grounds for rejection. Rejectionshall be report

47、ed to the producer or supplier promptly inwriting. In case of disagreement with the results of the test,either the producer or supplier is able to make claim for arehearing.12. Product Marking12.1 Each standard and random length of conduit shall bemarked by the manufacturer with the trade name, nomi

48、nal size,type, class, and the date of manufacture, in alkali resistant inkor indelible paint. Each carton containing coupling sleevesshall be marked by the manufacturer with the nominal size,type, and class for the conduit with which it shall be used.13. Packaging13.1 Conduit and couplings shall be

49、prepared for commer-cial shipment so as to ensure acceptance by common or othercarriers.13.2 Refer also to S1.1.14. Keywords14.1 conduit; fiber-cementTABLE 2 Crushing Strength RequirementsNominal Diameter Minimum Crushing LoadsClass B Class Cin. mm lbf kN lbf kN1.5 40 500 2.2 1200 5.32 50 500 2.2 1200 5.33 75 500 2.2 1200 5.34 100 500 2.2 1200 5.35 130 500 2.2 900 4.06 150 500 2.2 800 3.6TABLE 3 Minimum Quality Sample SizeInspection by Variables Inspection by AttributesInspectionLot SizeNumberSamplesInspectionLot Siz