1、ANSI/AWWA C301-07(Revision of ANSI/AWWA C301-99)AWWA StandardEffective date: June 1, 2007.First edition approved by AWWA Board of Directors Nov. 21, 1949.This edition approved Jan. 21, 2007.Approved by American National Standards Institute Jan. 11, 2007. Prestressed Concrete Pressure Pipe, Steel-Cyl
2、inder Type6666 West Quincy AvenueDenver, CO 80235-3098T 800.926.7337www.awwa.orgAdvocacyCommunicationsConferencesEducation and TrainingH17012 Science and TechnologySectionsSMThe Authoritative Resource on Safe WaterCopyright American Water Works Association Provided by IHS under license with AWWA Not
3、 for ResaleNo reproduction or networking permitted without license from IHS-,-,-iiAWWA StandardThis document is an American Water Works Association (AWWA) standard. It is not a specification. AWWA standardsdescribe minimum requirements and do not contain all of the engineering and administrative inf
4、ormation normallycontained in specifications. The AWWA standards usually contain options that must be evaluated by the user of thestandard. Until each optional feature is specified by the user, the product or service is not fully defined. AWWApublication of a standard does not constitute endorsement
5、 of any product or product type, nor does AWWA test, certify,or approve any product. The use of AWWA standards is entirely voluntary. AWWA standards are intended to representa consensus of the water supply industry that the product described will provide satisfactory service. When AWWArevises or wit
6、hdraws this standard, an official notice of action will be placed on the first page of the classifiedadvertising section of Journal AWWA. The action becomes effective on the first day of the month following the monthof Journal AWWA publication of the official notice.American National StandardAn Amer
7、ican National Standard implies a consensus of those substantially concerned with its scope and provisions. AnAmerican National Standard is intended as a guide to aid the manufacturer, the consumer, and the general public. Theexistence of an American National Standard does not in any respect preclude
8、 anyone, whether that person hasapproved the standard or not, from manufacturing, marketing, purchasing, or using products, processes, or proceduresnot conforming to the standard. American National Standards are subject to periodic review, and users are cautionedto obtain the latest editions. Produc
9、ers of goods made in conformity with an American National Standard areencouraged to state on their own responsibility in advertising and promotional materials or on tags or labels that thegoods are produced in conformity with particular American National Standards.CAUTION NOTICE: The American Nation
10、al Standards Institute (ANSI) approval date on the front cover of this standardindicates completion of the ANSI approval process. This American National Standard may be revised or withdrawn atany time. ANSI procedures require that action be taken to reaffirm, revise, or withdraw this standard no lat
11、er than fiveyears from the date of publication. Purchasers of American National Standards may receive current information on allstandards by calling or writing the American National Standards Institute, 25 West 43rd Street, Fourth Floor, New York,NY 10036; (212) 642-4900.Science and TechnologyAWWA u
12、nites the entire water community by developing and distributing authoritative scientific and technologicalknowledge. Through its members, AWWA develops industry standards for products and processes that advance publichealth and safety. AWWA also provides quality improvement programs for water and wa
13、stewater utilities.All rights reserved. No part of this publication may be reproduced or transmitted in any form or by any means,electronic or mechanical, including photocopy, recording, or any information or retrieval system, except in the form ofbrief excerpts or quotations for review purposes, wi
14、thout the written permission of the publisher. Copyright 2007 by American Water Works AssociationPrinted in USACopyright American Water Works Association Provided by IHS under license with AWWA Not for ResaleNo reproduction or networking permitted without license from IHS-,-,-iiiCommittee PersonnelT
15、he AWWA standards subcommittee that revised this standard had the following personnelat the time of approval:Michael M. Hicks, ChairGeneral InterestM.M. Hicks, MWH Americas Inc., Walnut Creek, Calif. (AWWA)A.E. Romer, Boyle Engineering Corporation, Newport Beach, Calif. (AWWA)C.C. Sundberg, CH2M Hil
16、l, Issaquah, Wash. (AWWA)M.S. Zarghamee, Simpson Gumpertz and (2) the embedded-cylinder type, with a core composed of a steelcylinder encased in concrete and subsequently wire-wrapped on the exterior concretesurface and coated with cement mortar. The lined-cylinder type, which was first usedin the U
17、nited States in 1942, is provided in sizes from 16 in. (410 mm) to 60 in.(1,520 mm). The embedded-cylinder type, which was developed later and firstinstalled in 1953, is most commonly manufactured in sizes 48 in. (1,220 mm) andlarger.Both types are designed for the specific combination of internal p
18、ressure andexternal load required for the project in accordance with the procedures outlined inANSI/AWWA C304, Standard for Design of Prestressed Concrete Cylinder Pipe.Prestressed concrete steel-cylinder pipe is used for transmission mains, distribu-tion feeder mains, pressure siphons (including ri
19、ver crossings), penstocks, industrialpressure lines, water intake lines, and other applications.In the manufacture of lined-cylinder pipe, the first step is to fabricate andhydrostatically test the steel cylinder with joint rings attached. The cylinder is thenlined with concrete to form the core. Th
20、e concrete is placed either centrifugally, byvertical casting, or by a radial compaction method. The concrete lining is cured andhigh-tensile wire is wrapped around the core directly on the steel cylinder. For aselected wire size, the tension and spacing of the wire are controlled to produce apredet
21、ermined residual compression in the core to meet design requirements. Thewrapped core is then covered with a dense premixed mortar coating applied by amechanical impact method.In the manufacture of embedded-cylinder pipe, the cylinder and joint rings areconstructed and tested in the same manner as l
22、ined-cylinder pipe. The cylinder isencased in concrete by vertical casting and mechanical vibration to constitute thecore. After curing, the wire reinforcement is wound under tension in one or morelayers around the outside of the concrete core containing the cylinder, instead ofCopyright American Wa
23、ter Works Association Provided by IHS under license with AWWA Not for ResaleNo reproduction or networking permitted without license from IHS-,-,-viiidirectly on the cylinder. The exterior coating of premixed mortar is placed byimpaction.Installation of this pipe is described in AWWA Manual M9, Concr
24、ete PressurePipe.I.B. History. The first edition of this standard was approved as tentative onNov. 21, 1949. It was revised and made standard June 13, 1952. The second editionwas approved as tentative June 17, 1955, and made standard June 26, 1958.Substantial changes, including the addition of combi
25、ned loading procedures, wereincluded in the third edition, which was made standard Jan. 27, 1964. The standardwas revised again on Jan. 31, 1972; June 24, 1979; Jan. 30, 1984; June 22, 1992; andJan. 24, 1999. This edition was approved by the AWWA Board of Directors onJan. 21, 2007.I.C. Acceptance. I
26、n May 1985, the US Environmental Protection Agency(USEPA) entered into a cooperative agreement with a consortium led by NSFInternational (NSF) to develop voluntary third-party consensus standards and acertification program for direct and indirect drinking water additives. Othermembers of the origina
27、l consortium included the American Water Works AssociationResearch Foundation (AwwaRF) and the Conference of State Health and Environ-mental Managers (COSHEM). The American Water Works Association (AWWA)and the Association of State Drinking Water Administrators (ASDWA) joined later. In the US, autho
28、rity to regulate products for use in, or in contact with, drinkingwater rests with individual states.*Local agencies may choose to impose requirementsmore stringent than those required by the state. To evaluate the health effects ofproducts and drinking water additives from such products, state and
29、local agenciesmay use various references, including1. An advisory program formerly administered by USEPA, Office of DrinkingWater, discontinued on Apr. 7, 1990.2. Specific policies of the state or local agency.3. Two standards developed under the direction of NSF, NSF/ANSI60,*Persons outside the Uni
30、ted States should contact the appropriate authority having jurisdiction.NSF International, 789 N. Dixboro Road, Ann Arbor, MI 48113.American National Standards Institute, 25 West 43rd Street, Fourth Floor, New York, NY 10036.Copyright American Water Works Association Provided by IHS under license wi
31、th AWWA Not for ResaleNo reproduction or networking permitted without license from IHS-,-,-ixDrinking Water Treatment ChemicalsHealth Effects, and NSF/ANSI 61, DrinkingWater System ComponentsHealth Effects.4. Other references, including AWWA standards, Food Chemicals Codex, WaterChemicals Codex,*and
32、 other standards considered appropriate by the state or localagency.Various certification organizations may be involved in certifying products inaccordance with NSF/ANSI 61. Individual states or local agencies have authority toaccept or accredit certification organizations within their jurisdiction.
33、 Accreditationof certification organizations may vary from jurisdiction to jurisdiction.Annex A, “Toxicology Review and Evaluation Procedures,” to NSF/ANSI 61does not stipulate a maximum allowable level (MAL) of a contaminant for substancesnot regulated by a USEPA final maximum contaminant level (MC
34、L). The MALs ofan unspecified list of “unregulated contaminants” are based on toxicity testingguidelines (noncarcinogens) and risk characterization methodology (carcinogens).Use of Annex A procedures may not always be identical, depending on the certifier.ANSI/AWWA C301 does not address additives re
35、quirements. Thus, users of thisstandard should consult the appropriate state, local, or provincial agency havingjurisdiction in order to1. Determine additives requirements including applicable standards.2. Determine the status of certifications by parties offering to certify productsfor contact with
36、, or treatment of, drinking water.3. Determine current information on product certification.II. Special Issues. This standard has no applicable information for thissection.III. Use of This Standard. It is the responsibility of the user of an AWWAstandard to determine that the products described in t
37、hat standard are suitable for usein the particular application being considered. III.A. Purchaser Options and Alternatives. Purchasers are advised that, whilethis standard presents information on materials and procedures for manufacture ofthe pipe, it does not contain all of the engineering informat
38、ion needed to prepare a*Both publications available from National Academy of Sciences, 500 Fifth Street, NW,Washington, DC 20001.Copyright American Water Works Association Provided by IHS under license with AWWA Not for ResaleNo reproduction or networking permitted without license from IHS-,-,-xcomp
39、lete specification for a particular pipeline installation. A specific installationmay require provisions more restrictive than those in the standard and most certainlywill require additional design and installation features.Reference to AWWA Manual M9, Concrete Pressure Pipe, should be considered as
40、a supplement to the use of this standard, and information in the manual should notbe regarded as superseding any portion of this standard. The purpose of Manual M9is to provide information concerning some of the various subjects to be consideredin, and the minimum standard of practice for, the desig
41、n and installation of concretepressure pipelines.When purchasing pipe under the provisions of this standard, the purchasersspecifications shall include specific details, where applicable, regarding the following:1. Standard usedthat is, ANSI/AWWA C301, Prestressed Concrete PressurePipe, Steel-Cylind
42、er Type, of latest revision.2. Manner of storage and delivery, if required of the manufacturer.3. Working pressure, surge pressure, field test pressure, external loading condi-tions, and method of bedding and backfilling (Sec. 4.2.1).4. If detailed drawings and schedules are to be submitted for revi
43、ew (Sec. 4.3.1and 4.7.1).5. If the manufacturer is not permitted to supply pipe from inventory (Sec.4.3.1).6. If a tabulated layout schedule will be required (Sec. 4.3.2).7. If any material or manufacturing test reports will be required (Sec. 4.4,5.1.2, and 5.2).8. Type of cement required, if there
44、is a preference (Sec. 4.4.1.1).9. If the manufacturer is not permitted to use pozzolanic materials as a cementreplacement (Sec. 4.4.1.1).10. If aggregate samples will be required (Sec. 4.4.4).11. If the manufacturer is not permitted to use admixtures (Sec. 4.4.6).12. If submission of manufacturers v
45、erification of design will be required (Sec.4.5.2.1).13. If submission for approval of welder qualification (Sec. 4.6.2) and weldingprocedure specifications (Sec. 4.6.3) will be required.14. If details of specials and fittings are to be provided by the manufacturer (Sec.4.7.1).Copyright American Wat
46、er Works Association Provided by IHS under license with AWWA Not for ResaleNo reproduction or networking permitted without license from IHS-,-,-xi15. If the purchaser desires to inspect the material, pipe, and fittings at the man-ufacturers plant (Sec. 5.1.1).16. If steel test specimens will be requ
47、ired (Sec. 5.2.6).17. If an affidavit of compliance will be required (Sec. 6.3).III.B. Modification to Standard. Any modification to the provisions, defini-tions, or terminology in this standard must be provided by the purchaser.IV. Major Revisions. Major changes made to the standard in this revisio
48、ninclude the following:1. References for steel sheets, coils, and strips have been updated to reflect newand discontinued ASTM standards (Sec. 2, Sec. 4.4.7.2, and Sec. 4.4.9.2).2. The maximum root opening for the cylinder to joint ring weld assembly andthe weld repair procedure have been added (Sec
49、. 4.6.4.2.1).3. The radial compaction method has been added for concrete placement forthe pipe core (Sec. 4.6.5.1).4. A statement on retensioning of the wire during placing of wire reinforce-ment has been added (Sec. 4.6.7.1).5. The allowable maximum individual mortar coating absorption value hasbeen reduced (Sec. 4.6.8.3).V. Comments. If you have any comments or questions about this standard,please cal
