分享
ASTM_D_7568_-_13.pdf
下载文档

ID:171461

大小:323.48KB

页数:20页

格式:PDF

时间:2023-03-04

收藏 分享赚钱
温馨提示:
1. 部分包含数学公式或PPT动画的文件,查看预览时可能会显示错乱或异常,文件下载后无此问题,请放心下载。
2. 本文档由用户上传,版权归属用户,汇文网负责整理代发布。如果您对本文档版权有争议请及时联系客服。
3. 下载前请仔细阅读文档内容,确认文档内容符合您的需求后进行下载,若出现内容与标题不符可向本站投诉处理。
4. 下载文档时可能由于网络波动等原因无法下载或下载错误,付费完成后未能成功下载的用户请联系客服处理。
网站客服:3074922707
TM_D_7568_ _13
Designation:D756813Standard Specification forPolyethylene-Based Structural-Grade Plastic Lumber forOutdoor Applications1This standard is issued under the fixed designation D7568;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 the year of last reapproval.Asuperscript epsilon()indicates an editorial change since the last revision or reapproval.1.Scope1.1 This specification covers a type of plastic lumberproduct,defined as polyethylene-based structural-grade plasticlumber(SGPL),for use as main framing members,includingjoists,stringers,beams,columns;and secondary framingmembers,including planking,posts and bracing;in outdoorstructures such as decks,boardwalks,docks,and platforms.1.2 This specification is applicable to solid,rectangularSGPL products where polyethylene resin(non cross-linked)isthe continuous phase and is at least 50%of the product(byweight).1.3 This specification is not applicable to plastic lumberproducts containing cellulosic materials as additives,fillers orfiber reinforcements.1.4 SGPLproducts covered by this specification shall not beused as tensile members.1.5 SGPL products are produced using several differentmanufacturing processes.These processes utilize a number ofpolyethylene resin material systems that include varying pro-portions of fillers,fiber reinforcements,and other chemicaladditives.1.6 Due to thermodynamic effects that result in outer-surface densification during manufacture,SGPL products aretypically non-homogeneous in the cross-section.This standarddoes not address materials that have been modified from theiroriginal cross-section.1.6.1 The cross-section non-homogeneity is addressed inthe material property assessments in this document only forapplications in which the product cross-section is not modifiedby cutting,notching,or drilling.For products modified in thismanner,additional engineering considerations are required andthey are beyond the scope of this document.1.7 For purposes of this standard,an SGPL product is aspecific combination of polyethylene resin,together withfillers,reinforcements,and additives.Each formulation is to beidentified as a distinct and different product,to be tested andevaluated separately.1.8 Diverse and multiple combinations of both virgin andrecycled polyethylene material systems are permitted in themanufacture of SGPL products.1.9 Fiber reinforcements used in SGPL include manufac-tured materials such as fiberglass(chopped or continuous),carbon,aramid and other polymeric materials.1.10 A wide variety of chemical additives are typicallyadded to SGPL formulations.Examples include colorants,chemical foaming agents,ultraviolet stabilizers,fire retardants,lubricants,anti-static products,heat stabilizers,and couplingagents.1.11 Diverse types and combinations of filler systems arepermitted in the manufacturing of SGPL products.Fillers thatcause the product to fail the requirements of 6.13 are notpermitted in the manufacturing of SGPL products.1.12 In order for a product to be classified as SGPL,it mustmeet the minimum stress and modulus criteria consistent withthe specific product as marked,and additionally the propertiesspecified in Section 6 of this specification.1.13 This specification pertains to SGPL where any rein-forcement is uniformly distributed within the product.Whenreinforcement is not uniformly distributed,the engineeringissues become substantially more complex.For this reason,such products are not covered in this document.1.14 Products that fail at strains of less than 0.02(2%)when tested in flexure in accordance with 6.6 are not compat-ible with the underlying assumptions of Annex A1 and arebeyond the scope of this standard(see Note 1).NOTE1Calculation of time-dependent properties in Annex A1 isbased on the assumption that the product does not fail in a brittle manner.The 2%strain limit was selected based on the judgment of the task groupmembers that created Annex A1.1.15 This specification addresses issues relevant to a buy-ers requirements for SGPL products and has therefore beendeveloped in the format of a procurement specification.1.16 Criteria for design are included as part of this specifi-cation for SGPL products.1This specification is under the jurisdiction of ASTM Committee D20 onPlastics and is the direct responsibility of Subcommittee D20.20 on Plastic Lumber.Current edition approved June 1,2013.Published June 2013.Originallyapproved in 2012.Last previous edition approved in 2012 as D7568 12.DOI:10.1520/D756813.Copyright ASTM International,100 Barr Harbor Drive,PO Box C700,West Conshohocken,PA 19428-2959.United States1 1.17 Use of SGPL members in application will typicallyrequire the design of structural connections.Connection designbetween SGPL members falls outside the scope of this stan-dard.1.18 The values are stated in inch-pound units,as these arecurrently the most common units used by the US con

此文档下载收益归作者所有

下载文档
你可能关注的文档
收起
展开