ImageVerifierCode 换一换
格式:PDF , 页数:2 ,大小:63.05KB ,
资源ID:466274      下载积分:10000 积分
快捷下载
登录下载
邮箱/手机:
温馨提示:
如需开发票,请勿充值!快捷下载时,用户名和密码都是您填写的邮箱或者手机号,方便查询和重复下载(系统自动生成)。
如填写123,账号就是123,密码也是123。
特别说明:
请自助下载,系统不会自动发送文件的哦; 如果您已付费,想二次下载,请登录后访问:我的下载记录
支付方式: 支付宝扫码支付 微信扫码支付   
注意:如需开发票,请勿充值!
验证码:   换一换

加入VIP,免费下载
 

温馨提示:由于个人手机设置不同,如果发现不能下载,请复制以下地址【http://www.mydoc123.com/d-466274.html】到电脑端继续下载(重复下载不扣费)。

已注册用户请登录:
账号:
密码:
验证码:   换一换
  忘记密码?
三方登录: 微信登录  

下载须知

1: 本站所有资源如无特殊说明,都需要本地电脑安装OFFICE2007和PDF阅读器。
2: 试题试卷类文档,如果标题没有明确说明有答案则都视为没有答案,请知晓。
3: 文件的所有权益归上传用户所有。
4. 未经权益所有人同意不得将文件中的内容挪作商业或盈利用途。
5. 本站仅提供交流平台,并不能对任何下载内容负责。
6. 下载文件中如有侵权或不适当内容,请与我们联系,我们立即纠正。
7. 本站不保证下载资源的准确性、安全性和完整性, 同时也不承担用户因使用这些下载资源对自己和他人造成任何形式的伤害或损失。

版权提示 | 免责声明

本文(ASTM C318 C318M-2013(2018) Standard Specification for Gypsum Formboard.pdf)为本站会员(unhappyhay135)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 C318 C318M-2013(2018) Standard Specification for Gypsum Formboard.pdf

1、Designation: C318/C318M 13 (Reapproved 2018)Standard Specification forGypsum Formboard1This standard is issued under the fixed designation C318/C318M; the number immediately following the designation indicates the yearof original adoption or, in the case of revision, the year of last revision. A num

2、ber in parentheses indicates the year of last reapproval.A superscript 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. Scope*1.1 This specification covers the minimum requirements

3、forgypsum formboard designed for use as a permanent form forpoured-in-place reinforced gypsum concrete roof decks.1.2 The values stated in either inch-pound units or SI(metric) are to be regarded separately as standard. Within thetext, the SI units are shown in brackets. The values stated ineach sys

4、tem shall be used independent of the other. Valuesfrom the two systems shall not be combined.1.3 The text of this standard references notes which provideexplanatory material. These notes shall not be consideredrequirements of the standard.1.4 This international standard was developed in accor-dance

5、with internationally recognized principles 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 Standa

6、rds:2C11 Terminology Relating to Gypsum and Related BuildingMaterials and SystemsC22 Specification for GypsumC473 Test Methods for Physical Testing of Gypsum PanelProductsC1264 Specification for Sampling, Inspection, Rejection,Certification, Packaging, Marking, Shipping, Handling,and Storage of Gyps

7、um Panel ProductsG21 Practice for Determining Resistance of Synthetic Poly-meric Materials to Fungi3. Terminology3.1 DefinitionsDefinitions of terms used in this standardshall be in accordance with Terminology C11.4. Materials and Manufacture4.1 Gypsum formboard shall consist of a noncombustiblecore

8、, essentially gypsum complying with Specification C22,containing not more than 15 % by weight of fiber, eithermineral or organic, synthetic or natural.4.2 The face surface shall be specifically treated to resistfungus growth.5. Physical Properties5.1 Specimens shall be tested in accordance with Test

9、Methods C473.NOTE 1Since this product is laid between subpurlins without me-chanical attachment, a nail pull requirement is not specified for thisgypsum panel product.5.1.1 Specimens shall be taken from the samples obtained inaccordance with Specification C1264.5.1.2 Flexural StrengthThe specimens s

10、hall be tested faceup and face down. The average breaking load shall be not lessthan the following:Bearing Edges AcrossFiber of Surfacing,lbf NBearing Edges Par-allel Fiber of Sur-facing, Face, lbf NBearing Edges Par-allel Fiber of Sur-facing, Back, lbf NMethod A 160 715 60 270 40 180Method B 157 70

11、0 56 250 36 1605.1.3 Humidified DeflectionThe specimens shall have anaverage deflection of not more than the following:Thickness,in. (mm)Humidified Deflection,Eighths of an in. (mm)12 12.7 10 325.1.4 Core, End, and Edge HardnessThe specimens shallhave an average hardness of 15 lbf 65 N when tested b

12、yMethod A and 11 lbf 50 N when tested by Method B.5.1.5 Resistance to FungiThe specimens shall obtain arating not more than 1 (one) when judged in accordance withPractice G21, paragraph 9.3 (“Observation for Visible Ef-fects”).1This specification is under the jurisdiction of ASTM Committee C11 onGyp

13、sum and Related Building Materials and Systems and is the direct responsibilityof Subcommittee C11.01Specifications and Test Methods for Gypsum Products.Current edition approved Oct. 1, 2018. Published October 2018. Originallyapproved in 1953. Last previous edition approved in 2013 as C318/C318M 13.

14、DOI: 10.1520/C0318_C0318M-13R18.2For 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 Document Summary page onthe ASTM website.*A Summary of Changes section

15、 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 recognized principles on standardization established in the Decision on Pr

16、inciples for theDevelopment of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.16. Dimensions and Tolerances6.1 Specimens shall be taken from the samples obtained inaccordance with Section 8.6.2 Thickness, width,

17、length, and end squareness shall bedetermined in accordance with Test Methods C473.6.2.1 ThicknessThe nominal thickness shall be12 in.12.7 mm with tolerances in the nominal thickness of 6164 in.0.4 mm with local variations of 6132 in. 0.8 mm from thenominal thickness.6.2.2 WidthThe nominal width sha

18、ll be 32 in. 813 mmwith a tolerance of18 in. 3 mm over the specified width, and14 in. 6 mm under the specified width.6.2.3 LengthThe nominal length of gypsum formboardshall conform to the purlin spacing of multiples thereof, withtolerances of 614 in. 6 mm from the nominal length.6.2.4 End Squareness

19、Corners shall be square with atolerance of 618 in. 63 mm in the full width of the board.6.3 Edges and EndsThe edges and ends shall be square(90 6 10), straight, and solid.7. Finish and Appearance7.1 The surfaces of gypsum formboard shall be true and freefrom imperfections that would render it unfit

20、for use with orwithout decoration.8. Sampling, Inspection, Rejection, Certification,Packaging and Package Marking, Shipping, Handlingand Storage8.1 The sampling, inspection, rejection, certification, pack-aging and package marking, shipping, handling and storageshall be conducted in accordance with

21、Specification C1264.9. Keywords9.1 gypsum; gypsum concrete; gypsum formboard; gypsumpanel product; roof decksSUMMARY OF CHANGESCommittee C11 has identified the location of selected changes to this standard since the last issue(C318/C318M 00 (2010) that may impact the use of this standard. (Approved

22、Oct. 1, 2013.)(1) Revised 2.1 and 4.1.ASTM International takes no position respecting the validity of any patent rights asserted in connection with any item mentionedin this standard. Users of this standard are expressly advised that determination of the validity of any such patent rights, and the r

23、iskof infringement of such rights, are entirely their own responsibility.This standard is subject to revision at any time by the responsible technical committee and must be reviewed every five years andif not revised, either reapproved or withdrawn. Your comments are invited either for revision of t

24、his standard or for additional standardsand should be addressed to ASTM International Headquarters. Your comments will receive careful consideration at a meeting of theresponsible technical committee, which you may attend. If you feel that your comments have not received a fair hearing you shouldmak

25、e your views known to the ASTM Committee on Standards, at the address shown below.This standard is copyrighted by ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959,United States. Individual reprints (single or multiple copies) of this standard may be obtained b

26、y contacting ASTM at the aboveaddress or at 610-832-9585 (phone), 610-832-9555 (fax), or serviceastm.org (e-mail); or through the ASTM website(www.astm.org). Permission rights to photocopy the standard may also be secured from the Copyright Clearance Center, 222Rosewood Drive, Danvers, MA 01923, Tel: (978) 646-2600; http:/ 13 (2018)2

copyright@ 2008-2019 麦多课文库(www.mydoc123.com)网站版权所有
备案/许可证编号:苏ICP备17064731号-1