ASTM C933-2009 Standard Specification for Welded Wire Lath《焊丝板条的标准规范》.pdf
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1、Designation: C 933 09Standard Specification forWelded Wire Lath1This standard is issued under the fixed designation C 933; 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 indicates
2、 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 orself-furring, with or without backing, designed for use as a baseto receive portland cement-based interior plaster
3、 and exteriorstucco.1.2 The values stated in inch-pound units are to be regardedas standard. The values given in parentheses are mathematicalconversions to SI units that are provided for information onlyand are not considered standard.2. Referenced Documents2.1 ASTM Standards:2A 641/A 641M Specifica
4、tion for ZincCoated (Galvanized)Carbon Steel WireC11 Terminology Relating to Gypsum and Related Build-ing Materials and Systems2.2 Federal Specifications:UU-B-790 Building Paper, Vegetable Fiber: (Kraft, Water-proofed, Water Repellent and Fire Resistant)33. Terminology3.1 Definitions of terms used i
5、n this standard shall be inaccordance with Terminology C11.4. Materials and Manufacture4.1 Welded wire lath shall be fabricated from not less than0.0625 in. (1.588 mm), cold-drawn, galvanized steel wire,conforming to Specification A 641/A 641M.4.1.1 The wire shall be zinc-coated (galvanized) in acco
6、r-dance with Specification A 641/A 641M.4.1.2 The backing shall conform to Federal SpecificationUU-B-790. The backing shall be either absorptive or waterresistant. The backing shall have a bursting strength of not lessthan that required to maintain integrity under normal hand- ormachine-application
7、pressures.4.1.3 The backing shall be attached to the lath to preventaccidental removal during shipping, handling or installation.Attachment of the backing shall allow lapping of wire-to-wireand backing-to-backing of not less than one mesh at ends andedges and shall permit full embedment, in not less
8、 than14 in.(6 mm) of plaster, of not less than one-half of the total lengthand width of the wire.4.1.4 The thickness of the embedment of the lath and plastershall be measured from the back plane of the back wire,exclusive of furring, to the backing or surface of the substrate.5. Dimensions and Permi
9、ssible Variations5.1 Openings and Stiffening:5.1.1 Lath shall be welded at all intersections of wire toform openings not more than 2 in. (51 mm) by 2 in. (51 mm).5.1.2 Heavy-duty lath shall be stiffened continuously andparallel to the long dimension of the lath at intervals of notmore than 6 in. (15
10、2 mm). Wire stiffeners used for this purposeshall range from 15-gauge (0.072 in.) to 11-gauge (0.1205 in.).The weight per square yard shall range from 1.14 to 1.95lb/yd2(0.618 to 1.058 kg/m2) for the heavy-duty lath.5.1.3 Self-furring crimps on self-furring lath shall projectnot less than14 in. (6.4
11、 mm) from the plane of the back of thelath.5.2 ThicknessThe nominal thickness shall be18 in. (3.2mm), exclusive of self-furring crimps, with a permissiblevariation of 6132 in. (0.8 mm).5.3 WidthThe nominal width shall be 28 in. (710 mm) to54 in. (1370 mm), with a permissible variation of 634 in. (19
12、mm).5.4 LengthThe minimum length shall be 48 in. (1220mm) for sheets or a maximum of 150 ft (45.720 m) for rollswith a permissible variation of 634 in. (19 mm) for sheets orrolls.5.5 WeightThe nominal weight, exclusive of backing,shall be from 1.14 to 1.95 lb/yd2(0.618 to 1.058 kg/m2).Permissible va
13、riation in percentage over and under the nominalweights shall be in accordance with mill tolerances.1This specification is under the jurisdiction of ASTM Committee C11 onGypsum and Related Building Materials and Systems and is the direct responsibilityof Subcommittee C11.02 on Specifications and Tes
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