ASTM C1629 C1629M-2014 Standard Classification for Abuse-Resistant Nondecorated Interior Gypsum Panel Products and Fiber-Reinforced Cement Panels《耐滥用非装饰性室内石膏板产品和纤维增强水泥板的标准分类》.pdf

《ASTM C1629 C1629M-2014 Standard Classification for Abuse-Resistant Nondecorated Interior Gypsum Panel Products and Fiber-Reinforced Cement Panels《耐滥用非装饰性室内石膏板产品和纤维增强水泥板的标准分类》.pdf》由会员分享，可在线阅读，更多相关《ASTM C1629 C1629M-2014 Standard Classification for Abuse-Resistant Nondecorated Interior Gypsum Panel Products and Fiber-Reinforced Cement Panels《耐滥用非装饰性室内石膏板产品和纤维增强水泥板的标准分类》.pdf（8页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: C1629/C1629M 06 (Reapproved 2011)C1629/C1629M 14Standard 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 ind

2、icates theyear of 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 classification

3、s of abuse resistance based on minimum abuse-resistance performance ofnondecorated 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 systems f

4、orabuse 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 Th

5、is 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 and health practices and determine the applicability of regulatorylimitations prior to use.2. Referenced Documents

6、2.1 ASTM Standards:2C11 Terminology Relating to Gypsum and Related Building Materials and SystemsC1154 Terminology for Non-Asbestos Fiber-Reinforced Cement ProductsD4977 Test Method for Granule Adhesion to Mineral Surfaced Roofing by AbrasionD5420 Test Method for Impact Resistance of Flat, Rigid Pla

7、stic Specimen by Means of a Striker Impacted by a Falling Weight(Gardner Impact)E695 Test Method of Measuring Relative Resistance of Wall, Floor, and Roof Construction to Impact Loading2.2 ISO Documents:ISO 6707-1 Building and Civil Engineering - Vocabulary - Part 1: General Terms3. Terminology3.1 D

8、efinitions of terms shall be in accordance with Terminologies C11 and C1154.3.2 Definitions of Terms Specific to This Standard:3.2.1 failure (hard body impact), ntest result constituted either by the penetration of the wall cavity by the impacting headof the impacting arm or the denting of the panel

9、 resulting in an indentation of a depth that exceeds the thickness of the test panel.3.2.1.1 DiscussionDepth of the indentation on the test panel is measured from the face side.3.2.2 failure (soft body impact), na test result constituted either by the breaking of the wall cavity by the soft body imp

10、actoror the residual deflection of any area on the test panel that exceeds the thickness of the test panel.1 This classification is under the jurisdiction of ASTM Committee C11 on Gypsum and Related Building Materials and Systems and is the direct responsibility ofSubcommittee C11.01 on Specificatio

11、ns and Test Methods for Gypsum Products.Current edition approved June 15, 2011April 1, 2014. Published July 2011May 2014. Originally approved in 2005. Last previous edition approved in 20062011 asC1629/C1629M 06.C1629/C1629M 06 (2011). DOI: 10.1520/C1629_C1629M-06R11.10.1520/C1629_C1629M-14.2 For re

12、ferencedASTM 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 ASTM website.This document is not an ASTM standard and is intended only to provide

13、 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 current versionof the sta

14、ndard 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 States13.2.2.1 DiscussionDeformation of the test panel in t

15、he form of residual deflection is measured from the face side.3.2.2.1 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 f

16、ailure as defined in 3.2.2.3.2.3 residual 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

17、panels is divided into three classification 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 resista

18、nt wall panel. Each classificationlevel 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

19、 one of three levels of abuse resistance 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 through 6.4.5.2 Minimum requirements for each level are as shown in Tables 1-4.6. Te

20、st Methods6.1 Surface Abrasion TestThis test is conducted in accordance with Test Method D4977 using a total load of 25.0 lb. Thespecimen is conditioned to constant weight at 70F and 50 % relative humidity and subjected to 50 abrasion cycles. The abrasivemotion on the specimen creates measurable sur

21、face wear or indentation which is measured to determine the level of surfaceabrasion 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 I

22、mpact), utilizes procedure GC,with a 58 in. hemispherical head and a 72 in.-lb. 12.6 J impact energy. The depth of the indentation is measured to determinethe level of indentation resistance.6.3 Soft Body Impact TestThis test, conducted in accordance with Method E695, is performed with the use of th

23、e standardleather bag filled with steel pellets to a weight of 60.0 lb 27.2 kg and dropped through an angular distance until the specimenis impacted.6.3.1 The specimen is mounted on nominal 2-by-4 wood studs 16 in. 400 mm o.c. Point of impact is midway between studsat the mid-height of the test pane

24、l.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. with each successive drop until structural failure as defined in 3.2.2 is achieved.6.3.2.1 Surface damage and deformation are recorded following each impact, and th

25、e level of impact energy applied iscalculated. The residual deflection shall be measured from the face side of the panel.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

26、described in 6.3.2 is repeated on the next cavity, beginningwith a drop height of 6 in. higher than the drop height causing structural failure in 6.3.2.TABLE 1 Performance RequirementsSurface Abrasion ResistanceClassificationLevelAbraded DepthMaximumin. mm1 0.126 3.22 0.059 1.53 0.010 0.3C1629/C1629

27、M 1426.3.3.1 If structural failure in the second cavity occurs with the first drop, the test is terminated and the level of energy requiredto cause the single impact penetration or excessive deformation is calculated to determine the soft body impact resistance.6.3.3.2 If structural failure in the s

28、econd 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. higher than the drop height causing structural failure in the second cavity.6.3.4 Repeat the procedures in 6.3.2 through 6.3.3.2 until structural failur

29、e occurs on a single drop in a fresh cavity, at whichtime the test is terminated and the level of energy required to cause the single impact penetration or excessive deformation iscalculated to determine the soft body impact resistance.6.4 Hard Body Impact TestThis test is conducted in accordance wi

30、th the method described in Annex A1 or with anotherapparatus equipped with an equivalent impact head that is capable of delivering equivalent impact loads.ANNEX(Mandatory Information)A1. HARD BODY IMPACT TESTA1.1 ScopeA1.1.1 The hard body impact test measures resistance to penetration of a wall pane

31、l 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 being tested when measured from the face side following impact, or both.A1.2 Summ

32、ary 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 impart specific design energy to the wallspecimen. Weights are progressively

33、 added to the impactor to increase the design impact energy until specimen failure occurs. Foreach impact, a new test specimen is used.TABLE 2 Performance RequirementsIndentation ResistanceClassificationLevelIndentationMaximumin. mm1 0.150 3.82 0.100 2.53 0.050 1.3TABLE 3 Performance RequirementsSof

34、t 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 143A1.3 Significance and UseA1.3.1 The test method measures relative performance of

35、interior 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.A1.4 ApparatusA1.4.1 The apparatus consists of a rigid frame with a ramming arm pinned to swing in an arc. See Figs.A1.1 and A1.

36、2. The frameis constructed of 14 ga, 1 58 by 1 58 in. 41.3 by 41.3 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 consistsof a cylindrical steel impact head (made by milling a round steel bar), a

37、 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 plate attached to the bottom of the structural steel tubing. The total weight of

38、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). Additional weights are attached to the weight bar to increase theimpacting energy.

39、A1.4.1.2 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 height ofthe center of mass of the ramming arm impactor sha

40、ll be 12.0 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 head strikes the surface of the specimenat the bottom of the arc.

41、A1.5 Test SpecimenA1.5.1 The test wall assembly shall be constructed by attaching a 2 by 2 ft 610 by 610 mm specimen of the interior wall panelmaterial to a frame of 3 58 in. 92 mm deep 20 ga steel studs with Type S-12 bugle head screws spaced 8 in. 200 mm o.c. asshown in Fig. A1.4. The length of th

42、e screws shall be 1 14 in. 32 mm for panels up to 58 in. 15.9 mm in thickness. For panelswith thickness greater than 58 in. 15.9 mm, the length of the screws shall be at least 58 in. 16 mm longer than the panelthickness.A1.6 Preparation of ApparatusA1.6.1 The apparatus shall be securely anchored to

43、a level floor to prevent sliding or rocking of the apparatus during impact.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 Steel Pl

44、ate (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 thebottom o

45、f the structural steel tubing)4.50 2.04C1629/C1629M 144A1.7 ProcedureA1.7.1 The test wall assembly shall be securely clamped to the face of the apparatus so that the surface of the test specimen isin the same plane as the face of the impact head.A1.7.1.1 A new test wall assembly shall be used for ea

46、ch impact.A1.7.2 The ramming arm is raised to the top or the arc and secured with a pin.A1.7.3 The pin is removed, allowing the arm to swing freely and strike the test specimen.A1.7.4 A new test wall assembly is mounted to the apparatus and the weight on the impactor is increased by adding 2.50 lb 1

47、.10kg to the weight bar and the test repeated.A1.7.5 The test shall be performed by incrementally increasing the barbell free weights on the impactor until a failure impactenergy is achieved.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 K 37 12 952.5D 20 916 522.

48、3 L 39 116 992.2E 20 34 527.1 M 40 1116 1033.5H 24 609.6NOTE 1All framing members shall be B-Line B24 Regular Framing Channels cut to the specified dimensions in this sketch. These channels are 14gauge and have an outside dimension of 1 58 by 1 58 in. (41.3 by 41.3 mm).FIG. A1.1 Axonometric of Hard

49、Body Apparatus Framing Members (not to scale)C1629/C1629M 145A1.7.5.1 The failure impact energy is defined as the minimum energy required for the impactor to penetrate through the face ofthe panel into the stud cavity, or when the depth of the indentation exceeds the thickness of the product being tested when measuredfrom the face side.A1.7.6 Testing shall continue until the failure impact energy is confirmed on three identical assemblies for each wall panel materialbeing