ASTM D4601 D4601M-2004(2012)e1 Standard Specification for Asphalt-Coated Glass Fiber Base Sheet Used in Roofing《屋面用沥青覆层的玻璃纤维基薄板的标准规格》.pdf

《ASTM D4601 D4601M-2004(2012)e1 Standard Specification for Asphalt-Coated Glass Fiber Base Sheet Used in Roofing《屋面用沥青覆层的玻璃纤维基薄板的标准规格》.pdf》由会员分享，可在线阅读，更多相关《ASTM D4601 D4601M-2004(2012)e1 Standard Specification for Asphalt-Coated Glass Fiber Base Sheet Used in Roofing《屋面用沥青覆层的玻璃纤维基薄板的标准规格》.pdf（4页珍藏版）》请在麦多课文档分享上搜索。

1、Designation:D460104 Designation: D4601/D4601M 04 (Reapproved 2012)1Standard Specification forAsphalt-Coated Glass Fiber Base Sheet Used in Roofing1This standard is issued under the fixed designation D4601/D4601M; the number immediately following the designation indicates theyear of original adoption

2、 or, in the case of revision, the year of last revision. A number in parentheses indicates the year of lastreapproval. A superscript epsilon () indicates an editorial change since the last revision or reapproval.This standard has been approved for use by agencies of the Department of Defense.1NOTEUn

3、its information was editorially corrected in June 2012.1. Scope1.1 This specification covers asphalt impregnated and coated glass fiber base sheet, with or without perforations, for use as thefirst ply of the built-up roofing. When not perforated, this sheet is suitable for use as a vapor retarder,

4、with a solid mopping ofasphaltic material, under roof insulation or between multiple layers of roof insulation.1.2The values stated in SI units are to be regarded as the standard. The values in parentheses are for information only.1.2 The values stated in either SI units or inch-pound units are to b

5、e regarded separately as standard. The values stated in eachsystem may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from thetwo systems may result in non-conformance with the standard.2. Referenced Documents2.1 ASTM Standards:2D146 Test

6、Methods for Sampling and Testing Bitumen-Saturated Felts and Woven Fabrics for Roofing and WaterproofingD228 Test Methods for Sampling, Testing, and Analysis of Asphalt Roll Roofing, Cap Sheets, and Shingles Used in Roofingand WaterproofingD1079 Terminology Relating to Roofing and Waterproofing3. Te

7、rminology3.1 DefinitionsFor definitions of terms used in this specification, refer to Terminology D1079.4. Classification4.1 Asphalt impregnated and coated glass fiber base sheet, Type I and Type II, are covered by this specification.5. Materials and Manufacture5.1 The mat shall be a thin, porous ma

8、t of uniformly distributed glass fibers, with or without additional reinforcing strands ofglass yarn, and bonded with a water-resistant resinous binder.5.2 In the process of manufacture, a single thickness of glass fiber mat shall be impregnated with hot asphalt, coated on oneor both sides with a ho

9、t asphaltic material, and permitted to be surfaced with mineral surfacing.5.3 The impregnating and coating material shall be a hot-applied asphalt permitted to be compounded with a mineral stabilizer.5.4 The base sheet may be faced with a kraft paper on the bottom side.6. Physical Requirements, Dime

10、nsions, and Masses6.1 The material shall conform to the physical requirements, dimensions, and masses described in Table 1 and Table 2. It mayhave small pin holes throughout the sheet.6.2 Perforated material shall conform to the physical requirements, dimensions, and masses described in Tables 1-3.

11、It may havesmall pin holes throughout the sheet.1This specification is under the jurisdiction of ASTM Committee D08 on Roofing and Waterproofing and is the direct responsibility of Subcommittee D08.04 on Feltsand Fabrics.Current edition approved Dec. 1, 2004. Published January 2005. Originally appro

12、ved in 1986. Last previous edition approved in 1998 as D460198. DOI:10.1520/D4601-04.on Felts, Fabrics and Bituminous Sheet Materials.Current edition approved May 1, 2012. Published June 2012. Originally approved in 1986. Last previous edition approved in 2004 as D4601 04. DOI:10.1520/D4601_D4601M-0

13、4R12E01.2For referenced ASTM standards, visit the ASTM website, www.astm.org, or contact ASTM Customer Service at serviceastm.org. For Annual Book of ASTM Standardsvolume information, refer to the standards Document Summary page on the ASTM website.1This document is not an ASTM standard and is inten

14、ded only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Becauseit may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the curren

15、t versionof the standard as published by ASTM is to be considered the official document.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.6.3 The finished product shall not crack nor be so sticky as to cause tearing or other damage upon

16、 being unrolled at temperaturesbetween 4 and 60C (4040 and 140F). 140F.7. Workmanship, Finish, and Appearance7.1 The finished material shall be uniformly impregnated and coated with asphalt. It shall be free of visible defects such as holes,ragged or untrue edges, breaks, cracks, tears, and protrusi

17、ons. This is not to exclude perforations for the specific purpose ofproviding for venting of gases during application or small pin holes.8. Sampling and Test Methods8.1 Sample the material and determine the properties described in this specification in accordance with Test Methods D228unless otherwi

18、se indicated.8.2 Breaking StrengthDetermine in accordance with Test Methods D146, Section 13. (Specimens must be free fromperforations.)8.3 Moisture ContentDetermine in accordance with Test Methods D146, Section 12.8.4 Pliability TestingTest in accordance with Test Methods D146, except the specimens

19、 shall be conditioned as in TestMethods D146, Strength Section 13.1.1.8.5 Use rule to measure perforation size and spacing.8.6 The percentage of surfacing and stabilizer shall be the ratio of mass of surfacing and stabilizer to the mass of the surfacing,stabilizer, and asphalt.9. Inspection9.1 Inspe

20、ctionInspection shall be in accordance with the requirements of this specification.TABLE 1 Physical RequirementsADescription Type I Type IIBreaking strength, minimum kN/m(lbf/in.) longitudinal and transverse3.9 (22) 7.7 (44)Breaking strength, minimum kN/mlbf/in. longitudinal and transverse3.9 22 7.7

21、 44Pliability, 13 mm (12 in.) radiusPliability, 13 mm 12 in. radiusMaximum failures, 10 specimens 0 0ATo prevent the asphalt glass fiber base sheet from slipping from between thejaws of the tensile testing machine, insert a thin strip of soft gasket rubber betweenthe felt in each of the four jaw fac

22、es of the machine.TABLE 2 Dimensions and MassesADescription Type I Type IIWidth of roll, mm (in.) 914 (36) 6 0.7 % 914 (36) 6 0.7 %Width of roll, mm in. 914 36 6 0.7 % 914 36 6 0.7 %or oras agreed between buyer and seller as agreed between buyer and sellerArea of roll as agreed between buyer and sel

23、ler as agreed between buyer and sellerNet dry masscoated sheet minimum g/m2(lb/100 ft2)Net dry masscoated sheet minimum g/m2lb/100 ft2Average of all rolls 654 (13.4) 756 (15.5)Average of all rolls 654 13.4 756 15.5Individual rolls 625 (12.8) 708 (14.5)Individual rolls 625 12.8 708 14.5Moisture, %, m

24、aximum at time of manufacture 1.0 1.0Mass of desaturated glass mat, minimum, g/m2(lb/100 ft2) 68 (1.4) 83 (1.7)Mass of desaturated glass mat, minimum, g/m2lb/100 ft2 68 1.4 83 1.7Surfacing and stabilizer, max. % 70 65Asphalt, minimum, g/m2(lb/100 ft2) 273 (5.6) 342 (7.0)Asphalt, minimum, g/m2lb/100

25、ft2 273 5.6 342 7.0Ash, % (glass mat only) 70 to 88 70 to 88ATest for compliance to this specification prior to application. Types cannot be differentiated after installation.TABLE 3 Dimensions and Hole Spacing Requirements for Perforated Glass Fiber Base SheetProperty 6.4 mm ( 0.25 in.) Perforation

26、s 25.4 mm ( 1 in.) PerforationsDiameter of perforation, mm (in.) 6.4 (0.25) 6 20 % 25.4 (1.0) 6 20 %Diameter of perforation, mm in. 6.4 0.25 6 20 % 25.4 1.0 6 20 %Spacing of perforations in each row, center to center, mm (in.) 152 (6.0) 6 25 % 152 (6.0) 6 25 %Spacing of perforations in each row, cen

27、ter to center, mm in. 152 6.0 6 25 % 152 6.0 6 25 %Spacing between adjacent rows, center to center, mm (in.) 152 (6.0) 6 25 % 152 (6.0) 6 25 %Spacing between adjacent rows, center to center, mm in. 152 6.0 6 25 % 152 6.0 6 25 %D4601/D4601M 04 (2012)129.2 Inspection AlternativesAlternative inspection

28、 requirements shall be determined by and as agreed upon between thepurchaser and the supplier.10. Rejection and Resubmittal10.1 Failure to ConformFailure to conform to any of the requirements as stated in this specification constitutes grounds forrejection.10.2 Rejection RedressThe supplier shall ha

29、ve the right to inspect the rejected materials. The supplier and the purchaser shallagree to the quantity of rolls deemed unacceptable. The supplier shall then have the right to submit the same number of new rollsas replacement.11. Packaging and Package Marking11.1 Unless otherwise agreed upon betwe

30、en the supplier and purchaser, each product package shall be plainly marked with thesuppliers name, the product brand, the ASTM designation, and type of bitumen if not evident in the label name of the product.11.2 The rolls shall be securely wrapped or banded in a manner that completely encircles th

31、e roll and will prevent slipping orunrolling.11.3 No roll shall contain more than two pieces, and no more than 3 % of the rolls in any lot shall contain two pieces. If a rollcontains a manufacturing splice, the splice shall be clearly marked.12. Keywords12.1 asphalt impregnated; base sheet; built-up

32、 roof; coated; fiberglass; partially attached; vapor retarderD4601/D4601M 04 (2012)13ASTM International takes no position respecting the validity of any patent rights asserted in connection with any item mentionedin this standard. Users of this standard are expressly advised that determination of th

33、e validity of any such patent rights, and the riskof infringement of such rights, are entirely their own responsibility.This standard is subject to revision at any time by the responsible technical committee and must be reviewed every five years andif not revised, either reapproved or withdrawn. You

34、r comments are invited either for revision of this standard or for additional standardsand should be addressed to ASTM International Headquarters. Your comments will receive careful consideration at a meeting of theresponsible technical committee, which you may attend. If you feel that your comments

35、 have not received a fair hearing you shouldmake your views known to the ASTM Committee on Standards, at the address shown below.This standard is copyrighted by ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959,United States. Individual reprints (single or mult

36、iple copies) of this standard may be obtained by contacting ASTM at the aboveaddress or at 610-832-9585 (phone), 610-832-9555 (fax), or serviceastm.org (e-mail); or through the ASTM website(www.astm.org). Permission rights to photocopy the standard may also be secured from the ASTM website (www.astm.org/COPYRIGHT/).D4601/D4601M 04 (2012)14