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本文(ASTM C557-2003(2017) Standard Specification for Adhesives for Fastening Gypsum Wallboard to Wood Framing《在木结构上固定石膏护墙板用胶粘剂的标准规格》.pdf)为本站会员(花仙子)主动上传,麦多课文库仅提供信息存储空间,仅对用户上传内容的表现方式做保护处理,对上载内容本身不做任何修改或编辑。 若此文所含内容侵犯了您的版权或隐私,请立即通知麦多课文库(发送邮件至master@mydoc123.com或直接QQ联系客服),我们立即给予删除!

ASTM C557-2003(2017) Standard Specification for Adhesives for Fastening Gypsum Wallboard to Wood Framing《在木结构上固定石膏护墙板用胶粘剂的标准规格》.pdf

1、Designation: C557 03 (Reapproved 2017)Standard Specification forAdhesives for Fastening Gypsum Wallboard to WoodFraming1This standard is issued under the fixed designation C557; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the y

2、ear of last revision. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon () indicates an editorial change since the last revision or reapproval.This standard has been approved for use by agencies of the U.S. Department of Defense.1. Scope1.1 This specification includ

3、es properties and covers mini-mum performance standards for adhesives intended to bond theback surface paper of gypsum wallboard to wood framingmembers.1.2 This specification also covers test requirements and testmethods for the adhesive used for the application of allthicknesses of gypsum wallboard

4、.1.3 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.1.4 This standard does not purport to address all of thesafety concerns, if any, ass

5、ociated with its use. It is theresponsibility of the user of this standard to establish appro-priate safety and health practices and determine the applica-bility of regulatory limitations prior to use.1.5 This international standard was developed in accor-dance with internationally recognized princi

6、ples on standard-ization established in the Decision on Principles for theDevelopment of International Standards, Guides and Recom-mendations issued by the World Trade Organization TechnicalBarriers to Trade (TBT) Committee.2. Referenced Documents2.1 ASTM Standards:2C1396/C1396M Specification for Gy

7、psum BoardD905 Test Method for Strength Properties of AdhesiveBonds in Shear by Compression LoadingD907 Terminology of AdhesivesE4 Practices for Force Verification of Testing MachinesE177 Practice for Use of the Terms Precision and Bias inASTM Test Methods3. Terminology3.1 DefinitionsMany terms in t

8、his specification are de-fined in Terminology D907.4. Significance and Use4.1 The specification applies to adhesives for bonding theback surface paper of gypsum wallboard of any thickness towood-framing members.4.2 This specification provides a basis for ensuring thequality of the adhesives.4.3 Alth

9、ough the bonds rendered by these adhesives shallhave enough strength by themselves to maintain the bondbetween adherends, they are not intended as a substitute for thecommon practice of using mechanical fasteners to maximizeintegrity of drywall-wood-framing structures.4.4 The tests are suitable for

10、products performance certifi-cation and quality control programs and can be useful to thegeneral public, adhesive manufacturers, distributors, specifiers,architects, contractors, testing laboratories and other businessesand professionals4.5 The results do not include all possible conditions, whichma

11、y occur during final assembly, but indicate a set of perfor-mance characteristics for laboratory controlled bonding vari-ables.5. Adhesive Physical Property Requirements5.1 AdhesivesThe adhesives shall be uniform, homoge-neous mixtures of elastomeric polymers or viscoelastic resins,or both, free of

12、lumps or foreign matter.5.1.1 WorkabilityWhen applied to the framing memberwith a caulking gun or notched trowel, or both, in accordancewith the manufacturers instructions, the adhesive shall exhibita consistency capable of ensuring non-sagging properties.5.1.2 Open TimeThe adhesive shall have an op

13、en assem-bly time of between 10 to 20 min to give the user sufficient1This specification is under the jurisdiction of ASTM Committee D14 onAdhesives and is the direct responsibility of Subcommittee D14.70 on ConstructionAdhesives.Current edition approved April 1, 2017. Published May 2017. Originally

14、approved in 1965. Last previous edition approved in 2009 as C557 03 (2009)1.DOI: 10.1520/C0557-03R17.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStandards volume information, refer to the standards D

15、ocument Summary page onthe ASTM website.*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 StatesThis international standard was developed in accordance with internationally recog

16、nized principles on standardization established in the Decision on Principles for theDevelopment of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.1time to apply and, if necessary, reposition the gypsum wall-boar

17、d at ambient temperatures, ranging from 40 to 100F (4 to38C).5.1.3 Storage LifeThe adhesive shall remain serviceableand meet all the requirements of this specification for not lessthan six months after delivery, when stored in original un-opened containers at temperatures ranging from 40 to 85F (4to

18、 30C).6. Adhesive Performance Property Requirements6.1 The adhesives shall conform to the requirements sum-marized in Table 1.7. Sampling7.1 The test adhesive sample size of 1 qt (approximately 1L) is a minimum amount to complete one full series of testing.The sample is to be handled and stored acco

19、rding to themanufacturers recommendations. For qualification testing, thesample is to be representative of the final product for whichrecognition is sought.8. Materials and Apparatus for Conducting Tests8.1 Gypsum Wallboard12-in. (12.7-mm) thick, complyingwith Specification C1396/C1396M; the dimensi

20、ons are speci-fied in each test.8.2 Plywood58-in. (15.9-mm) or1932-in (15.1-mm) U.S.Product Standard PS-1-95 grade marked stamped commercialplywood, Group 1 Species, exterior glue, or sanded exteriorgrade plywood, underlayment type, with A grade face ply forthe adhesion surface.8.3 Douglas-fir Dimen

21、sion LumberNominal 2 by 4, 112by 112 by 312-in. (38.0 by 38.0 by 89.0 mm); No. 1,straight-grained, and knot-free; the dimensions are specified ineach test.8.4 Polyvinyl Acetate AdhesiveAny commercially avail-able product.8.5 SpacersNo. 20 gauge (American Standard or B 10 psi(69 kPa) shear strength,

22、minSuitability as a laminating adhesive for vinyl-covered wallboard10.8.1 compatibility 24 h at 38C (100F) no blistering, vinyl-film discoloration,or bond failure10.8.2 staining 1 h at Std. Cond. no swelling or discolorationC557 03 (2017)29.2 Subject all test adhesives and test specimens to standard

23、conditioning for time period indicated at 73 6 2F (23 6 1C)and 50 6 5 % relative humidity unless specified otherwise.10. Test Methods10.1 Shear Strength (Rate-of-Shear Strength Development):FIG. 1 Shear Strength Test Specimen in Text FixtureFIG. 2 Tensile Strength Specimen in Text FixtureC557 03 (20

24、17)310.1.1 Preparation of Gypsum Wallboard-PlywoodLaminatesEach laminate is constructed by bonding a piece of4by312 by12-in. thick (102 by 89 by 12.7-mm) gypsumwallboard front paper surface paper to a58-in. (15.9 mm) or1932-in. (15.1-mm) plywood shim of the same dimensions witha commercially availab

25、le PVA adhesive. The plywood rein-forces the gypsum wallboard to prevent fracture before theultimate shear load can be achieved. The grain of the gypsumwallboard back surface paper is parallel with the 312-in.(89-mm) direction.10.1.2 Preparation of Shear Strength Test SpecimensPrepare the number of

26、test specimens indicated in 10.1.4 10.1.7 by bondinga4by312 in. (102 by 89-mm) pieceplywood to the previously prepared wallboard-plywood lami-nate as follows:10.1.2.1 Spread the test adhesive onto the plywood bondingsurface with a trowel having316-in. (4.8-mm) deep V-notchesso that the adhesive ridg

27、es are parallel to the grain of wood.During application hold the trowel at an approximate 90 angleto the receiving surface.10.1.2.2 Insert six wire spacers No. 20 gauge at least 2-in.(51.0-mm) long in the joint 1-in. 6116-in. (25.4 6 1.6-mm).Position the spacers so that one is on the centerline of t

28、hebonded area (perpendicular to the ridges), and the others are1-in. (25.4-mm) away from the center spacers and parallel to it.10.1.2.3 Allow an open time of 30 s 6 5 s upon completionof spreading.10.1.2.4 Squarely position the gypsum wallboard-plywoodlaminate back surface paper onto the adhesive co

29、ated plywoodwith the overlapping 212 6116-in. (63.5 6 1.6-mm), thusforming the 10-in.2(64.5-cm2) bonded area. See Fig. 3.10.1.2.5 Immediately following assembly, compress eachtest specimen under a uniformly distributed load of 15 lb (67N) for a period of 3 to 3-12 min.10.1.2.6 After the 3 to 3-12 mi

30、n period, remove the load,withdraw the spacers, wipe the excess adhesive from thebonded edges with a square-edged spatula taking care not todisturb the alignment of the bonded pieces.10.1.3 Shear Strength DeterminationAfter completing theappropriate conditioning, test the specimen in shear using aco

31、mpression-shear test fixture as shown in Fig. 1. The bottomedge of the wallboard-plywood laminate rests on self-aligningseat as the test loading is simultaneously applied to the topedge of the single plywood. The stress applied is parallel anduniformly distributed to the bond line shear plane and re

32、quirescareful orientation using shims and self-aligning apparatus asnecessary. Determine the shear strength at a crosshead speed of0.50-in/min (12.7-mm/min). Observations are made duringstress application to ensure the test assembly maintains properalignment and the fixture operates without binding

33、or frictionthroughout the test. Record the maximum shear strength andthe average shear strength for the 24 h, 14day, cycle exposure,and static load test conditions.10.1.4 Shear Strength After 24 h:10.1.4.1 Prepare five test assemblies using the procedure in10.1.1 and 10.1.2.10.1.4.2 After aging the

34、assemblies 24 h 6 1 h at standardcondition (9.1), determine the shear strength in accordancewith 10.1.3.10.1.5 Shear Strength After 14 Days:10.1.5.1 Prepare five test assembliess using the procedure in10.1.1 to 10.1.2.FIG. 3 Shear Strength Test Specimen AssemblyC557 03 (2017)410.1.5.2 After aging th

35、e assemblies 14 days at standardcondition (9.1), determine the shear strength in accordancewith 10.1.3.10.1.6 Shear Strength After Cyclic Exposure:10.1.6.1 Prepare five test assemblies using the procedure in10.1.1 and 10.1.2.10.1.6.2 After aging the assemblies 14 days at standardcondition (9.1), pro

36、cess the assemblies through four completecycles (see Table 2). Store the assemblies at standard condi-tions (9.1) for 24 h after each cycle.10.1.6.3 At the end of the cycling, condition the testspecimens for 2 days in standard conditions and determine theshear strength in accordance with 10.1.3.10.1

37、.7 Shear Strength for Static Load:10.1.7.1 Prepare ten assemblies using the procedure in10.1.1 and 10.1.2.10.1.7.2 Condition the shear test specimens 14 days atstandard conditions.10.1.7.3 Subject five shear test specimens to a static load of40 lbf (178 N) at 73 6 2F (23 6 1C) and five shear testspe

38、cimens to 20 lbf (89 N) at 100.2 6 2.0F (38 6 1C) for aperiod of 24 h. When testing, the wallboard/plywood laminateshould be fixed to a rigid frame. The full test load is applied tothe unsupported single plywood side of the adhesive bondline.10.1.7.4 At the end of the 24 h period, examine the testsp

39、ecimen bondline for indication of separation. Such separa-tion is regarded as a failure.10.2 Tensile Strength (Rate of Tensile Strength Develop-ment):10.2.1 Preparation of Tensile Test SpecimensPrepare eachtensile test specimen as follows:10.2.1.1 Prepare the number of test specimens indicated in10.

40、2.3 and 10.2.4. Each tensile test specimen consists ofa4by4by12 in. (101.6 by 101.6 by 12.7 mm) thick gypsumwallboard, and 112 by 112 by 312 in. (38 by 38 by 89 mm)Douglas-fir lumber block. See Fig. 4. If necessary reinforce thegypsum wallboard by constructing a gypsum wallboard-plywood laminate for

41、 testing with the method described in10.1.1. Drill a pilot hole for the wood screw with eyelet at theapproximate center into the Douglas-fir block end face. Thepilot hole is drilled straight and parallel with the blocks length.The wood screw with eyelet will be used for connecting the testspecimen t

42、o the test machine. Install the wood screw into thepilot hole with sufficient thread engagement to withstand thetensile force application.10.2.1.2 Bond the wallboard back surface paper to theDouglas-fir block by applying full coverage with sufficientadhesive to cause uniform squeeze-out of excess ad

43、hesive onall sides when the bond area is compressed to a line thicknessof approximately132 in. (0.8 mm).10.2.1.3 Insert and position two wire spacers, No. 20 gauge,at least 3 in. (76 mm) long into the bonded area with thespacers positioned14 in. (6.3 mm) from each edge of the woodblock.10.2.1.4 Comp

44、ress the bonded area of each tensile testspecimen immediately under a load of 5 lb 6 0.1 lb (22 N) for3 min.10.2.1.5 Remove the weight and next the spacers. Scrape allexcess adhesive away from edges using a square-tippedspatula, taking care to avoid disturbing the alignment. See Fig.4.10.2.2 Tensile

45、-Strength DeterminationDetermine the ten-sile strength of the adhesive on a testing machine capable ofproviding loading at a rate of 60 lbf (267 N)/min. Position thetensile test specimen with the Douglas-fir wood block centeredbetween the angles. Refer to Fig. 2. The tensile test fixture ismounted t

46、o a permanent base and includes self-alignmentfeatures to ensure the stress application is perpendicular to thejoint until failure. Connect the tensile test specimen to the testmachine by connecting the tension rod with clevis to the woodscrew with the eyelet. Ensure the test assembly maintainsprope

47、r alignment throughout the test. Record the maximumtensile strength of each specimen and the average tensilestrength for the 24 h and 14 day tests.10.2.3 Tensile Strength After 24 h:10.2.3.1 Prepare five tensile test specimens using the pro-cedure outlined in 10.2.1.10.2.3.2 After conditioning the t

48、ensile test specimens 24 hat standard conditions, determine the tensile strength in accor-dance with 10.2.2.10.2.4 Tensile Strength After 14 Days:10.2.4.1 Prepare five tensile test specimens using the pro-cedure outlined in 10.2.1.10.2.4.2 After conditioning the tensile test specimens 14days at stan

49、dard conditions, determine the tensile strength inaccordance with 10.2.2.10.3 Adhesive Open-Time Determination:10.3.1 Prepare five open-time specimens as follows:10.3.1.1 Using a suitable template (Fig. 5), spread a uniformbead of adhesive38 by38 by 2 in. (9.5 by 9.5 by 51 mm) longon the back paper surface ofa2by4in.(51by102mm)pieceof gypsum wallboard that has been conditioned for 24 h atstandard conditions.10.3.1.2 After conditioning the assembly for 30 min 6 1min at standard conditions, positiona2by4in.(51by102mm) piec

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