ASTM C1629 C1629M-2018 Standard Classification for Abuse-Resistant Nondecorated Interior Gypsum Panel Products and Fiber-Reinforced Cement Panels.pdf

1、Designation: C1629/C1629M 15C1629/C1629M 18Standard Classification forAbuse-Resistant Nondecorated Interior Gypsum PanelProducts and Fiber-Reinforced Cement Panels1This standard is issued under the fixed designation C1629/C1629M; the number immediately following the designation indicates theyear of

2、original adoption 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.1. Scope*1.1 This standard establishes classifications of abuse resista

3、nce based on the abrasion resistance and impact resistanceperformance of nondecorated interior gypsum panel products and fiber-reinforced cement panels (abuse resistant wall panels).1.1.1 This standard is a method of classifying gypsum panel product performance and is not intended to classify system

4、s forabuse resistance.1.2 The values stated in inch-pound and SI (metric) units are to be regarded separately as standard. Within the text, the SI unitsare shown in brackets. The values stated in each system shall be used independent of the other. Values from the two systems shallnot be combined.1.3

5、 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibilityof the user of this standard to establish appropriate safety safety, health, and healthenvironmental practices and determine theapplicability of regulatory limitations prio

6、r to use.1.4 This international standard was developed in accordance with internationally recognized principles on standardizationestablished in the Decision on Principles for the Development of International Standards, Guides and Recommendations issuedby the World Trade Organization Technical Barri

7、ers to Trade (TBT) Committee.2. Referenced Documents2.1 ASTM Standards:2C11 Terminology Relating to Gypsum and Related Building Materials and SystemsC473 Test Methods for Physical Testing of Gypsum Panel ProductsC840 Specification for Application and Finishing of Gypsum BoardC1154 Terminology for No

8、n-Asbestos Fiber-Reinforced Cement ProductsD4977 Test Method for Granule Adhesion to Mineral Surfaced Roofing by AbrasionD5420 Test Method for Impact Resistance of Flat, Rigid Plastic Specimen by Means of a Striker Impacted by a Falling Weight(Gardner Impact)E695 Test Method of Measuring Relative Re

9、sistance of Wall, Floor, and Roof Construction to Impact Loading2.2 ISO Documents:ISO 6707-1 Building and Civil EngineeringVocabularyPart 1: General Terms3. Terminology3.1 Definitions of terms shall be in accordance with Terminologies C11 and C1154.3.2 Definitions of Terms Specific to This Standard:

10、3.2.1 failure (hard body impact), ntest result constituted by the penetration or deformation of the wall cavity by the impacthead establishing a residual deflection of the panel exceeding the nominal thickness of the test panel.3.2.2 structural failure (soft body impact), na test result constituted

11、by the penetration or deformation of the wall cavity bythe soft body impact bag establishing a residual deflection of any area on the test panel that exceeds the nominal thickness of thetest panel.1 This classification is under the jurisdiction of ASTM Committee C11 on Gypsum and Related Building Ma

12、terials and Systems and is the direct responsibility ofSubcommittee C11.01 on Specifications and Test Methods for Gypsum Products.Current edition approved June 1, 2015June 1, 2018. Published July 2015July 2018. Originally approved in 2005. Last previous edition approved in 20142015 asC1629/C1629M 14

13、a.C1629/C1629M 15. DOI: 10.1520/C1629_C1629M-15.10.1520/C1629_C1629M-18.2 For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at serviceastm.org. For Annual Book of ASTM Standardsvolume information, refer to the standards Document Summary page on the AS

14、TM website.This document 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 consul

15、t prior editions as appropriate. 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, P

16、A 19428-2959. United States13.2.2.1 deformation, nchange of shape or dimension or both. ISO 6707-13.2.2.2 surface damage, npulverization of the core of the test panel at the point of impact, which is evidenced by cracking,creasing, or other visible damage short of failure as defined in 3.2.2.3.2.3 r

17、esidual deflection, npermanent deformation of a building element, component, or structure after removal of appliedforce.3.2.3.1 DiscussionAlso called permanent set or residual deformation.4. Significance and Use4.1 Each abuse/impact property of abuse resistant wall panels is divided into three class

18、ification levels. The three levels ofclassification are: Level I, Level II, and Level III, with Level I representing the lowest rating for any given property. The testmethods specified are utilized to establish the abuse-resistance classification of an abuse resistant wall panel. Each classification

19、level requires a minimum overall specified performance. Any classified abuse resistant wall panel can be used at a classificationlevel which is rated lower than the highest level qualified.5. Basis of Classification5.1 Abuse resistant wall panels are classified into one of three levels of abuse resi

20、stance based on minimum performance whentested in accordance with test methods that evaluate surface abrasion, indentation, soft body impact, and hard body impact asspecified in 6.1 6.4.5.2 Minimum requirements for each level are as shown in Tables 1-4.6. Test Methods6.1 Surface Abrasion TestThis te

21、st is conducted in accordance with Test Method D4977 using a total load of 25.0 lb 11.3 kg.The specimen is conditioned to constant weight at 70F 21C and 50 % relative humidity and subjected to 50 abrasion cycles.The abrasive motion on the specimen creates measurable surface wear or indentation which

22、 is measured to determine the level ofsurface abrasion resistance.NOTE 1It is especially important to prepare the apparatus and condition the brush as specified in Test Method D4977.6.2 Indentation TestThis test, conducted in accordance with Test Method D5420 (Gardner Impact), utilizes procedure GC,

23、with a 58-in. 15.9 mm hemispherical head and a 72 in.-lb 12.6 J impact energy. The depth of the indentation is measured todetermine the level of indentation resistance.6.3 Soft Body Impact TestThis test, conducted in accordance with Method E695, is performed with the use of the standardleather bag f

24、illed with steel pellets to a weight of 60.0 lb 27.2 kg and dropped through an angular distance until the specimenis impacted. The point of impact shall be midway between studs at the mid-height of the test panel.6.3.1 Apparatus:6.3.1.1 Wall AssemblyA single 4 by 8 ft 1200 by 2400 mm panel is mounte

25、d on a wood stud wall constructed of nominal2 by 4 in. 38 by 89 mm studs. The studs shall be spaced 16 in. 400 mm on center, and the wall shall be constructed with theabuse resistant wall panel attached parallel to the framing members following methods outlined in Test Method C840 sections on“Applic

26、ation of Gypsum Board” and “System I: Application of Single-Ply Gypsum Board to Wood Framing Members.”6.3.1.2 Measurement ToolsA vernier or digital caliper style depth gauge capable of measuring not less than 2 in. 50 mm at0.0005 inchin. 0.01 mm resolution shall be used to measure the depth of resid

27、ual deflection. The depth gauge shall be attachedto a base of sufficient width to span the 16 in. 400 mm between the studs of the wall assembly. The base shall be sufficiently stiffto resist bending. A micrometer capable of measuring 1 in. 25 mm at 0.001 0.01 mm resolution shall be used to measure t

28、heaverage thickness of the panel as specified in Test Method C473.6.3.2 A single specimen is repeatedly impacted at a single point of impact in one cavity with the drop height being increasedby 6 in. 150 mm (30 lbf 133 N) with each successive drop until structural failure as defined in 3.2.2 is achi

29、eved.TABLE 1 Performance RequirementsSurface Abrasion ResistanceClassificationLevelAbraded DepthMaximumin. mm1 0.126 3.22 0.059 1.53 0.010 0.3C1629/C1629M 1826.3.2.1 The level of energy, surface damage, deformation, and residual deflection at the point of impact are recorded followingeach impact. Th

30、e residual deflection shall be measured from the face side of the panel.(1) Residual deflection shall be visually evaluated to determine where the deepest deflection occurs. Three measures shall bemade in this area to the nearest 0.001 in. 0.01 mm and then averaged. This measurement shall be used to

31、 determine the depthof the residual deflection.NOTE 2Surface damage and deformation, which do not constitute structural failure, may compound the results.6.3.3 Following structural failure in the initial cavity, the procedure described in 6.3.2 is repeated on the next cavity, beginningwith a drop he

32、ight of 6 in. 150 mm higher than the drop height causing structural failure in 6.3.2.6.3.3.1 If structural failure in the second cavity occurs with the first drop, the test is terminated and the level of energy requiredto cause the failure is calculated to determine the soft body impact resistance.6

33、.3.3.2 If structural failure in the second cavity occurs on the second or subsequent drop, repeat the procedure described in 6.3.3in the next cavity, beginning with a drop height 6 in. 150 mm higher than the drop height causing structural failure in the secondcavity.6.3.4 Repeat the procedures in 6.

34、3.2 6.3.3.2 until structural failure occurs on a single drop in a fresh cavity, at which time thetest is terminated and the level of energy required to cause the failure is calculated to determine the soft body impact resistance.6.4 Hard Body Impact TestThis test is conducted in accordance with the

35、method described in Annex A1 or with anotherapparatus equipped with an equivalent impact head that is capable of delivering equivalent impact loads.TABLE 2 Performance RequirementsIndentation ResistanceClassificationLevelIndentationMaximumin. mm1 0.150 3.82 0.100 2.53 0.050 1.3TABLE 3 Performance Re

36、quirementsSoft Body Impact TestClassificationLevelSoft BodyMinimumft-lbf J1 90 1222 195 2653 300 408TABLE 4 Performance RequirementsHard Body ImpactClassificationLevelHard BodyMinimumft-lbf J1 50 682 100 1363 150 204C1629/C1629M 183ANNEX(Mandatory Information)A1. HARD BODY IMPACT TESTA1.1 ScopeA1.1.

37、1 The hard body impact test measures resistance to penetration of a wall panel when impacted by a rigid body. Failure inthe hard body impact test is achieved when the impacting head completely penetrates through the test panel, or the depth of theindentation exceeds the thickness of the product bein

38、g tested when measured from the face side following impact, or both.A1.2 Summary of Test MethodA1.2.1 A nominal 2 by 2 ft 610 by 610 mm specimen is mounted to the apparatus frame. A ramming arm impactor strikes thewall specimen while swinging in an arc. The impactor is dropped from a fixed height to

39、 impart specific design energy to the wallspecimen. Weights are progressively added to the impactor to increase the design impact energy until specimen failure occurs. Foreach impact, a new test specimen is used.A1.3 Significance and UseA1.3.1 The test method measures relative performance of interio

40、r wall panel materials. Although the test panel is mounted onframing and tested vertically as a wall assembly, the impact damage is normally limited to a small area. The method is not intendedto evaluate the performance of studs used in wall construction.A1.4 ApparatusA1.4.1 The apparatus consists o

41、f a rigid frame with a ramming arm pinned to swing in an arc. See Figs.A1.1 and A1.2. The frameis constructed of 14 ga, 1 58 by 1 58 in. 41 by 41 mm B-Line B24 Regular Framing Channels.A1.4.1.1 The dimensions and details of the ramming arm impactor are shown in Fig. A1.3. The ramming arm impactor co

42、nsistsof a cylindrical steel impact head (made by milling a round steel bar), a structural steel tubing with square cross-section, two squaresteel plates (front and rear end plates of the structural steel tubing), a steel plate pivot arm, a round steel bar (to add weights), anda rectangular steel pl

43、ate attached to the bottom of the structural steel tubing. The total weight of the components of the rammingarm impactor is 20.0 lb 9.07 kg 6 0.5 %, as shown in Table A1.1. The center of mass of the ramming arm impactor coincideswith the location of the steel round bar (that is, the weight bar). Add

44、itional weights are attached to the weight bar to increase theimpacting energy.TABLE A1.1 Weight (Mass) Schedule for the Components of theRamming Arm ImpactorComponent Weightlb, 0.5 % Masskg, 0.5 %Structural Steel Tubing (square cross-section)8.10 3.67Steel Plate Pivot Arm 1.10 0.50Front Square Stee

45、l Plate (end plateattached tothe front of the structural steel tubing)0.90 0.41Rear Square Steel Plate (end plateattached tothe back of the structural steel tubing)0.90 0.41Cylindrical Steel Impact Head 1.90 0.86Steel Round Bar (Weight Bar) 2.60 1.18Bottom Rectangular Steel Plate (attachedto thebott

46、om of the structural steel tubing)4.50 2.04C1629/C1629M 184A1.4.1.2 The ramming arm impactor shall have a suitable mechanism to secure it at the top of the swing. An example of such amechanism is a small eyebolt attached to the back of the impactor. When released from the top of the swing, the drop

47、height ofthe center of mass of the ramming arm impactor shall be 12.0 in. 12 in. 305 mm.A1.4.1.3 The ramming arm is located such that the face of the impactor head, when hanging free at the bottom of the arc, is inthe same plane as the surface of the test specimen so that, when dropped, the impactor

48、 head strikes the surface of the specimenat the bottom of the arc.A1.5 Test SpecimenA1.5.1 The test wall assembly support for the test specimen shall be constructed by attaching a 2 by 2 ft 610 by 610 mmspecimen of the interior wall panel material to a frame of 3 58 in. 92 mm deep 20 ga 0.0312 in. 0

49、.792 mm design thickness steelstuds with Type S-12 bugle head screws spaced 8 in. 200 mm o.c. as shown in Fig. A1.4. The length of the screws shall be 1 14in. 32 mm for panels up to 58 in. 15.9 mm in thickness. For panels with thickness greater than 58 in. 15.9 mm, the length ofthe screws shall be at least not less than 58 in. 16 mm longer than the panel thickness.in. mm in. mmA 6 116 154.0 I 26 516 668.3B 8 516 211.1 J 34 14 870.0C 20 516 515.9