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_C_444M_
_17
Designation:C444M17Standard Specification forPerforated Concrete Pipe(Metric)1This standard is issued under the fixed designation C444M;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.This standard has been approved for use by agencies of the U.S.Department of Defense.1.Scope1.1 This specification covers perforated concrete pipe in-tended to be used for underdrainage.1.2 This specification is the SI companion to SpecificationC444.1.3 This standard does not purport to address all of thesafety concerns,if any,associated 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.1.4 This international standard was developed in accor-dance 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 Standards:2C822 Terminology Relating to Concrete Pipe and RelatedProducts3.Terminology3.1 DefinitionsFor definitions of terms relating to concretepipe,see Terminology C822.4.Classification4.1 Pipe manufactured to this specification shall be of twoclasses,Type 1 and Type 2,describing two arrangements ofperforations for pipe manufactured to the standard specifica-tions for plain or reinforced concrete pipe,and their classifi-cations.4.1.1 Type 1 perforated pipe shall have circular perforationsconforming to 6.1 and Table 1.4.1.2 Type 2 perforated pipe shall have slotted perforationsconforming to 6.2 and Table 2.4.1.3 It is intended that perforated pipe shall be specified byreference to this specification and the specification for the typeand class of pipe desired.NOTE1Example:“Perforated concrete pipe shall conform to therequirements of Specification C444M Type 2,and all applicable require-ments of Specification C14M,Class 2.”5.Basis of Acceptance5.1 The acceptability of the pipe shall be determined by theresults of all applicable tests(Note 2)prescribed for the typeand class of pipe specified,and by inspection to determinewhether the pipe conforms to this specification as to design andfreedom from defects.NOTE2It is intended that all tests will be applicable except thosehaving to do with permeability and the hydrostatic test.6.Perforations6.1 Type 1Perforations shall be circular,not more than 8mm or less than 5 mm in diameter,and arranged in rowsparallel to the axis of the pipe.Perforations shall be 75 mmcenter-to-center,along rows,with no less than 13 mm of coverover any reinforcing steel.The spigot or tongue end shall notbe perforated for a length equal to the depth of the socket,ordepth of the groove plus 19 mm and perforations shall continueat uniform spacing along the length of the barrel.The numberof rows shall be as shown in Table 1.The rows shall be spacedover not more than 165 of circumference.Rows shall besymmetrically arranged with respect to the intended top orbottom of the pipe.6.2 Type 2Slots shall be circumferential in direction,notmore than 5 mm or less than 3 mm in width,and of the lengthsshown in Table 2.There shall be two rows of slots,spaced 165apart,and centered,in the case of elliptically reinforced pipe,about the minor axis of the reinforcing.Slots shall be spaced asshown in Table 2,except as modified herein for plain-end pipewith no less than 13 mm of cover over any reinforcing steel.The distance from the spigot end,or from the shoulder of thetongue end,to the first pair of slots shall be not more than 251This specification is under the jurisdiction of ASTM Committee C13 onConcrete Pipe and is the direct responsibility of Subcommittee C13.01 onNon-Reinforced Concrete Sewer,Drain and Irrigation Pipe.Current edition approved April 1,2017.Published May 2017.Originallyapproved in 1980.Last previous edition approved in 2009 as C444M 03(2009).DOI:10.1520/C0444M-17.2For 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.Copyright 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 Principles for theDevelopment of International Standards,Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade(TBT)Committee.1 mm greater than the specified slot spacing.Slots shall continueat uniform spacing along the lengt