ASTM C933-2014 Standard Specification for Welded Wire Lath《焊丝板条的标准规格》.pdf
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1、Designation: C933 13C933 14Standard Specification forWelded Wire Lath1This standard is issued under the fixed designation C933; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last revision. A number in parentheses indi
2、cates the year of last reapproval. Asuperscript epsilon () indicates an editorial change since the last revision or reapproval.1. Scope*1.1 This specification covers welded wire lath, flat or self-furring, with or without backing, designed for use as a base to receiveportland cement-based interior p
3、laster and exterior stucco.1.2 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematicalconversions to SI units that are provided for information only and are not considered standard.2. Referenced Documents2.1 ASTM Standards:2A641/A641M Sp
4、ecification for ZincCoated (Galvanized) Carbon Steel WireC11 Terminology Relating to Gypsum and Related Building Materials and Systems2.2 Federal Specifications:UU-B-790 Building Paper, Vegetable Fiber: (Kraft, Waterproofed, Water Repellent and Fire Resistant)33. Terminology3.1 Definitions of terms
5、used in this standard shall be in accordance with Terminology C11.4. Materials and Manufacture4.1 Welded wire lath shall be fabricated from not less than 0.0625 in. (1.588 mm), cold-drawn, galvanized steel wire,conforming to Specification A641/A641M.4.1.1 Diameter tolerance for galvanized wire shall
6、 be in accordance with Specification A641/A641M.4.1.2 The wire shall be zinc-coated (galvanized) in accordance with Specification A641/A641M.4.1.3 The backing shall conform to Federal Specification UU-B-790. The backing shall be either absorptive or water resistant.The backing shall have a bursting
7、strength of not less than that required to maintain integrity under normal hand- ormachine-application pressures.4.1.4 The backing shall be attached to the lath to prevent accidental removal during shipping, handling or installation.Attachment of the backing shall allow lapping of wire-to-wire and b
8、acking-to-backing of not less than one mesh at ends and edgesand shall permit full embedment, in not less than 14 in. (6 mm) of plaster, of not less than one-half of the total length and widthof the wire.4.1.5 The thickness of the embedment of the lath and plaster shall be measured from the back pla
9、ne of the back wire, exclusiveof furring, to the backing or surface of the substrate.5. Dimensions and Permissible Variations5.1 Openings and Stiffening:5.1.1 Lath shall be welded at all intersections of wire to form openings not more than 2 in. 2 in. (51 mm) by 2 in. (51 mm).5.1.2 Reinforced lath s
10、hall be permitted to be reinforced continuously and parallel to the long dimension of the lath at intervalsof not more than 6 in. (150 mm). Wires used for this purpose shall range from 0.072 in. (1.9 mm) to 0.1205 in. (3.1 mm). (3.1 mm).Reduction of the size of the openings to less than 2 in. 2 in.
11、(51 mm) by 2 in. 2 in. (51 mm) shall also be permitted.1 This specification is under the jurisdiction of ASTM Committee C11 on Gypsum and Related Building Materials and Systems and is the direct responsibility ofSubcommittee C11.02 on Specifications and Test Methods for Accessories and Related Produ
12、cts.Current edition approved May 1, 2013Aug. 15, 2014. Published June 2013October 2014. Originally approved in 1980. Last previous edition approved in 20112013 asC933 11.C933 13. DOI: 10.1520/C0933-13.10.1520/C0933-14.2 For referencedASTM standards, visit theASTM website, www.astm.org, or contactAST
13、M Customer Service at serviceastm.org. For Annual Book of ASTM Standardsvolume information, refer to the standards Document Summary page on the ASTM website.3 Available from Standardization Documents Order Desk, Bldg. 4 Section D, 700 Robbins Ave., Philadelphia, PA 19111-5094, Attn: NPODS.This docum
14、ent is not an ASTM standard and is intended 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 a
15、ppropriate. In all cases only the current versionof the standard as published by ASTM is to be considered the official document.*A Summary of Changes section appears at the end of this standardCopyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United
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