ASTM C1417M-2015 Standard Specification for Manufacture of Reinforced Concrete Sewer Storm Drain and Culvert Pipe for Direct Design (Metric)《直接设计用钢筋混凝土排水管 雨水沟以及涵管制造的标准规格 (米制)》.pdf
《ASTM C1417M-2015 Standard Specification for Manufacture of Reinforced Concrete Sewer Storm Drain and Culvert Pipe for Direct Design (Metric)《直接设计用钢筋混凝土排水管 雨水沟以及涵管制造的标准规格 (米制)》.pdf》由会员分享,可在线阅读,更多相关《ASTM C1417M-2015 Standard Specification for Manufacture of Reinforced Concrete Sewer Storm Drain and Culvert Pipe for Direct Design (Metric)《直接设计用钢筋混凝土排水管 雨水沟以及涵管制造的标准规格 (米制)》.pdf(9页珍藏版)》请在麦多课文档分享上搜索。
1、Designation: C1417M 141C1417M 15Standard Specification forManufacture of Reinforced Concrete Sewer, Storm Drain,and Culvert Pipe for Direct Design (Metric)1This standard is issued under the fixed designation C1417M; the number immediately following the designation indicates the year oforiginal adopt
2、ion 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 NOTEEditorially revised title of 6.4 in March 2015.1. Scope1.1 This specification c
3、overs the manufacture and acceptance of precast concrete pipe designed to conform to the ownersdesign requirements and to the ASCE 15 or an equivalent design specification.NOTE 1The section on evaluation of core test results (14.3.3) and the Appendix are currently being reballoted.1.2 This specifica
4、tion is the SI companion to Specification C1417.2. Referenced Documents2.1 ASTM Standards:2A615/A615M Specification for Deformed and Plain Carbon-Steel Bars for Concrete ReinforcementA706/A706M Specification for Deformed and Plain Low-Alloy Steel Bars for Concrete ReinforcementA1064/A1064M Specifica
5、tion for Carbon-Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for ConcreteC33C33/C33M Specification for Concrete AggregatesC76 Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer PipeC150C150/C150M Specification for Portland CementC260/C260M Specification for Air-En
6、training Admixtures for ConcreteC494/C494M Specification for Chemical Admixtures for ConcreteC497C497M Test Methods for Concrete Pipe, Manhole Sections, or Tile (Metric)C595C595/C595M Specification for Blended Hydraulic CementsC618 Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan
7、for Use in ConcreteC655 Specification for Reinforced Concrete D-Load Culvert, Storm Drain, and Sewer PipeC822 Terminology Relating to Concrete Pipe and Related ProductsC989C989/C989M Specification for Slag Cement for Use in Concrete and MortarsC1017/C1017M Specification for Chemical Admixtures for U
8、se in Producing Flowing ConcreteC1116/C1116M Specification for Fiber-Reinforced ConcreteC1602/C1602M Specification for Mixing Water Used in the Production of Hydraulic Cement Concrete2.2 Other Standards:ASCE 15 Standard Practice for the Direct Design of Buried Precast Reinforced Concrete Pipe Using
9、Standard Installations(SIDD)3ACI 318 Building Code Requirements for Reinforced Concrete43. Terminology3.1 Definitions:3.1.1 For definitions of terms relating to concrete pipe, see Terminology C822.3.1.2 group of pipe sectionseach days production run of pipe sections of a single concrete strength for
10、 a specific project.1 This specification is under the jurisdiction of ASTM Committee C13 on Concrete Pipe and is the direct responsibility of Subcommittee C13.05 on Special Projects.Current edition approved Feb. 1, 2014Oct. 1, 2015. Published February 2014October 2015. Originally approved in 1998. L
11、ast previous edition approved in 20132014 asC1417M 13a.C1417M 141. DOI: 10.1520/C1417M-14E01.10.1520/C1417M-15.2 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 st
12、andards Document Summary page on the ASTM website.3 Available from American Society of Civil Engineers (ASCE), 1801 Alexander Bell Dr., Reston, VA 20191, http:/www.asce.org.4 Available from American Concrete Institute (ACI), P.O. Box 9094, Farmington Hills, MI 48333-9094, http:/www.aci-int.org.This
13、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 consult prior editions
14、 as appropriate. In all cases only the current versionof the standard as published by ASTM is to be considered the official document.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States13.1.3 lot of pipe sectionstotal of the number of grou
15、ps of pipe sections of a single concrete strength produced for a specificproject.3.1.4 running averageaverage concrete compressive strength of all groups of pipe sections of a single concrete strengthproduced for a specific project, generally determined as each group is tested.4. Basis of Acceptance
16、 of Design4.1 Manufacturing Design DataThe manufacturer shall submit the following manufacturing design data for the concrete pipeto the owner for approval.4.1.1 Pipe wall thickness.4.1.2 Concrete strength.4.1.3 Reinforcement:4.1.3.1 Specification,4.1.3.2 Reinforcement Type 1, 2, or 3, where:Type 1:
17、 Smooth wire or plain barsType 2: Welded smooth wire reinforcement, 200 mm maximumspacing of longitudinalsType 3: Welded deformed wire reinforcement, deformed wire,deformed bars, or any reinforcement with stirrups,anchored thereto4.1.3.3 Design yield strength,4.1.3.4 Placement and design concrete co
18、ver,4.1.3.5 Cross-sectional diameters,4.1.3.6 Spacing,4.1.3.7 Cross-sectional area,4.1.3.8 Description of longitudinal members, and4.1.3.9 If stirrups are used, developable stirrup design stress, stirrup shape, placement, and anchorage details.4.1.4 Design factors and the assumed orientation angle.4
19、.1.5 Pipe laying length and joint information.4.2 Approval of the manufacturing design data shall be based on its conformance to the owners design requirements and toASCE 15 or to an equivalent design specification.5. Basis of Acceptance of Concrete Pipe5.1 Acceptance of pipe shall be on the basis o
20、f concrete compression tests, materials tests, conformance to the manufacturingdesign data, conformance to this specification, and inspection of manufactured pipe for defects.5.2 When mutually agreed in writing by the owner and the manufacturer, a certification may be made the basis of acceptanceof
21、the concrete pipe. This certification shall consist of a statement by the manufacturer that the concrete pipe conforms to themanufacturing design data and to this specification, and that the concrete and materials have been sampled and tested and conformto this specification.5.3 Age for AcceptancePi
22、pe shall be considered ready for acceptance when they conform to the requirements of thisspecification.6. Material6.1 Reinforced ConcreteThe reinforced concrete shall consist of cementitious materials; mineral aggregates; admixtures, ifused; and water in which steel has been embedded in such a manne
23、r that the steel and concrete act together.6.2 Cementitious Material:6.2.1 CementCement shall conform to the requirements for portland cement of Specification C150C150/C150M or shall beportland blast-furnace slag cement, portland-limestone cement, or portland-pozzolan cement conforming to the requir
24、ements ofSpecification C595C595/C595M, except that the pozzolan constituent in the Type IP portland-pozzolan cement shall be fly ash.6.2.2 Slag CementSlag cement shall conform to the requirements of Grade 100 or 120 of Specification C989C989/C989M.6.2.3 Fly AshFly ash shall conform to the requiremen
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