AWWA C116 A21 16-2009 Protective Fusion-Bonded Epoxy Coatings for the Interior and Exterior Surfaces of Ductile-Iron and Gray-Iron Fittings (Includes Erratum January 2010)《球墨铸铁及灰口铁.pdf

1、 Erratum to ANSI/AWWA C116/A21.16-09 Standard for Protective Fusion-Bonded Epoxy Coatings for the Interior and Exterior Surfaces of Ductile-Iron and Gray-Iron Fittings (January 2010) 1. Add the following sentence to the end of Sec. 1.3 Application: For applications other than potable water, consult

2、the pipe manufacturer for the suitable lining. Copyright 2009 American Water Works Association. All Rights Reserved.ANSI/AWWA C116/A21.16-09 (Revision of ANSI/AWWA C116/A21.16-03) Protective Fusion-Bonded Epoxy Coatings for the Interior and Exterior Surfaces of Ductile-Iron and Gray-Iron Fittings AW

3、WA Standard Effective date: Sept. 1, 2009. First edition approved by AWWA Board of Directors June 21, 1998. This edition approved Jan. 25, 2009. Approved by American National Standards Institute July 10, 2009. 6666 West Quincy Avenue Advocacy Denver, CO 80235-3098 Communications T 800.926.7337 Confe

4、rences www.awwa.org Education and TrainingScience and TechnologySections The Authoritative Resource on Safe Water SM Copyright 2009 American Water Works Association. All Rights Reserved. ii AWWA Standard This document is an American Water Works Association (AWWA) standard. It is not a specification.

5、 AWWA standards describe mini- mum requirements and do not contain all of the engineering and administrative information normally contained in specifications. The AWWA standards usually contain options that must be evaluated by the user of the standard. Until each optional feature is specified by th

6、e user, the product or service is not fully defined. AWWA publication of a standard does not constitute endorse- ment of any product or product type, nor does AWWA test, certify, or approve any product. The use of AWWA standards is entirely voluntary. This standard does not supersede or take precede

7、nce over or displace any applicable law, regulation, or codes of any governmental authority. AWWA standards are intended to represent a consensus of the water supply industry that the product de- scribed will provide satisfactory service. When AWWA revises or withdraws this standard, an official not

8、ice of action will be placed on the first page of the classified advertising section of Journal AWWA. The action becomes effective on the first day of the month following the month of Journal AWWA publication of the official notice. American National Standard An American National Standard implies a

9、consensus of those substantially concerned with its scope and provisions. An American National Standard is intended as a guide to aid the manufacturer, the consumer, and the general public. The existence of an American National Standard does not in any respect preclude anyone, whether that person ha

10、s approved the standard or not, from manufacturing, marketing, purchasing, or using products, processes, or procedures not conforming to the standard. American Na- tional Standards are subject to periodic review, and users are cautioned to obtain the latest editions. Producers of goods made in confo

11、rmity with an American National Standard are encouraged to state on their own responsibility in advertising and promotional materials or on tags or labels that the goods are produced in conformity with particular American National Standards. Ca u t i o n n o t i C e : The American National Standards

12、 Institute (ANSI) approval date on the front cover of this standard indicates comple- tion of the ANSI approval process. This American National Standard may be revised or withdrawn at any time. ANSI procedures require that action be taken to reaffirm, revise, or withdraw this standard no later than

13、five years from the date of publication. Purchasers of American National Standards may receive current information on all standards by calling or writing the American National Standards Institute, 25 West 43rd Street, Fourth Floor, New York, NY 10036; (212) 642-4900. All rights reserved. No part of

14、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 of brief excerpts or quotations for review purposes, without the written permission of the publisher. Co

15、pyright 2009 by American Water Works Association Printed in USA Copyright 2009 American Water Works Association. All Rights Reserved. iii Committee Personnel Subcommittee 4, Coatings and Linings, which reviewed and developed this revision, had the following personnel at the time: Richard W. Bonds, C

16、hair General Interest Members D.R. Kroon, Corrpro Companies Inc., Houston, Texas (AWWA) T.J. McCandless,* Standards Engineer Liaison, AWWA, Denver, Colo. (AWWA) P.I. McGrath Jr., Consultant, Birmingham, Ala. (AWWA) J.R. Plattsmier, HDR Engineering Inc., Denver, Colo. (AWWA) D.W. Russom, Russom Techn

17、ical Services LLC, Vilonia, Ark. (AWWA) C.R. Schwenker, Malcolm Pirnie Inc., Arlington, Va. (AWWA) P.A. Selig, Consultant, Birmingham, Ala. (AWWA) W.H. Smith, W.H. Smith & Associates Inc., Flora, Ill. (AWWA) K.E. Wilson, Post Buckley Schuh Jernigan Inc., Tampa, Fla. (AWWA) Producer Members R.W. Bond

18、s, Ductile Iron Pipe Research Association, Birmingham, Ala. (AWWA) D.R. Charko, McWane Inc., Birmingham, Ala. (AWWA) C. Comins, Custom Fab Inc., Orlando, Fla. (AWWA) M.D. Gaston, American Cast Iron Pipe Company, Birmingham, Ala. (AWWA) A.M. Horton, US Pipe & Foundry Company, Birmingham, Ala. (AWWA)

19、H. Kennedy Jr., Harold Kennedy & Associates, Cary, N.C. (AWWA) M. Lundstrom, EBAA Iron Inc., Eastland, Texas (AWWA) P.L. Robertson, Specification Rubber Products, Alabaster, Ala. (AWWA) W.A. Stout, Griffin Pipe Products Company, Downers Grove, Ill. (AWWA) User Members D.T. Bradley, Oak Lodge Water D

20、istrict, Portland, Ore. (AWWA) R.R. Goold, City of Kansas City, Kansas City, Mo. (AWWA) T.C. Moreno, Bexar Metropolitan Water District, San Antonio, Texas (AWWA) R.L. Worden, GuadalupeBlanco River Authority, Seguin, Texas (AWWA)* Liaison, nonvoting Copyright 2009 American Water Works Association. Al

21、l Rights Reserved. iv AWWA Standards Committee A21, DuctileIron Pipe and Fittings, which reviewed and approved this standard, had the following personnel at the time of approval: John R. Plattsmier, Chair General Interest Members H.E. Holcomb, Consultant, Loganville, Ga. (AWWA) M.B. Horsley, Black &

22、 Veatch, Kansas City, Mo. (AWWA) D.H. Kroon, Corrpro Companies Inc., Houston, Texas (AWWA) D.D. Lary,* Wright Pierce, Topsham, Maine (NEWWA) G.E. Laverick, Underwriters Laboratories Inc., Northbrook, Ill. (AWWA) T.J. McCandless, Standards Engineer Liaison, AWWA, Denver, Colo. (AWWA) P.I. McGrath, Co

23、nsultant, Birmingham, Ala. (AWWA) C.L. McLain, Standards Council Liaison, Moorhead Public Service, Moorhead, Minn. (AWWA) P.J. Mourt, Hatch Mott MacDonald, Milburn, N.J. (AWWA) J.R. Plattsmier, HDR Engineering Inc., Denver, Colo. (AWWA) C.R. Schwenker, Malcolm Pirnie Inc., Arlington, Va. (AWWA) W.H.

24、 Smith, W.H. Smith & Associates Inc., Flora, Ill. (AWWA) T.M. Stinson, SEA Consultants Inc., Cambridge, Mass. (NEWWA) L.C. Yates, McGoodwin Williams & Yates, Fayetteville, Ark. (AWWA) K. Zastrow,* Underwriters Laboratories Inc., Northbrook, Ill. (AWWA) Producer Members R.W. Bonds, Ductile Iron Pipe

25、Research Association, Birmingham, Ala. (AWWA) L.R. Dunn, US Pipe & Foundry Company, Birmingham, Ala. (DIPRA) J.H. Eddings, McWane Cast Iron Pipe Company, Birmingham, Ala. (AWWA) M.D. Gaston, American Cast Iron Pipe Company, Birmingham, Ala. (AWWA) J.C. Jones, S&B Technical Products, Fort Worth, Texa

26、s (AWWA) H. Kennedy Jr., Harold Kennedy & Associates, Cary, N.C. (AWWA) T.J. Muntz, Fab Pipe Inc., Rogers, Minn. (AWWA) G. Oliver,* American Cast Iron Pipe Company, Birmingham, Ala. (AWWA) W.A. Stout, Griffin Pipe Products Company, Downers Grove, Ill. (AWWA)* Alternate Liaison, nonvoting Copyright 2

27、009 American Water Works Association. All Rights Reserved. v User Members D.T. Bradley, Oak Lodge Water District, Portland, Ore. (AWWA) T.E. Coughran, City of Santa Ana, Santa Ana, Calif. (AWWA) A.J. DeBoy, Indiana American Water, Greenwood, Ind. (AWWA) R.R. Goold, City of Kansas City, Kansas City,

28、Mo. (AWWA) J.M. Kennedy, Tampa Bay Water, Clearwater, Fla. (AWWA) D.D. Montgomery, Independence Water Department, Independence, Mo. (AWWA) C.J. Patla, Connecticut Water Service Inc., Clinton, Conn. (AWWA) R.L. Worden, GuadalupeBlanco River Authority, Seguin, Texas (AWWA) Copyright 2009 American Wate

29、r Works Association. All Rights Reserved. This page intentionally blank. Copyright 2009 American Water Works Association. All Rights Reserved. vii Contents All AWWA standards follow the general format indicated subsequently. Some variations from this format may be found in a particular standard. For

30、eword I Introduction . ix I.A Background ix I.B History . ix I.C Acceptance x II Special Issues xi III Use of This Standard xi III.A Purchaser Options and Alternatives . xi III.B Modification to Standard xii IV Major Revisions. xii V Comments xii Standard 1 General 1.1 Scope 1 1.2 Purpose . 1 1.3 Ap

31、plication 2 2 References 2 3 Definitions . 2 4 Requirements 4.1 Materials . 3 4.2 Surface Preparation . 3 4.3 Coating Application 3 4.4 Coating System Qualification 4 5 Verification 5.1 Qualification Testing . 4 5.2 Production Testing 5 5.3 Holiday Testing . 5 5.4 Inspection by Purchaser . 5 5.5 Bas

32、is for Rejection . 6 6 Delivery 6.1 Marking 6 6.2 Shipping, Handling, and Storage Precautions 6 6.3 Affidavit or Certificate of Compliance 6 SEC. PAGE SEC. PAGE Copyright 2009 American Water Works Association. All Rights Reserved. This page intentionally blank. Copyright 2009 American Water Works As

33、sociation. All Rights Reserved. ix This foreword is for information only and is not a part of ANSI*/AWWA C116/ A21.16. Introduction. I. Background I.A. . Ductile iron and gray iron fittings used for water service are normally furnished with a cementmortar lining in accordance with ANSI/ AWWA C104/A2

34、1.4, CementMortar Lining for Ductile Iron Pipe and Fittings, for internal corrosion protection. Additionally, polyethylene encasement in accordance with ANSI/AWWA C105/A21.5, Polyethylene Encasement for Ductile Iron Pipe Systems, is normally used for external corrosion protection of ductile iron and

35、 gray iron fittings for buried applications in corrosive environments. The purpose of this standard is to provide purchasers and manufacturers with the minimum requirements for protective fusion bonded epoxy coatings and linings for the interior and exterior surfaces of ductile iron and gray iron fi

36、ttings used for water service. The standard describes the material, application, and performance requirements for these coatings and linings and can be referenced in specifications for purchasing fittings with an interior and exterior fusion bonded epoxy coating. History. I.B. American National Stan

37、dards Committee A21 on Cast Iron Pipe and Fittings was organized in 1926 under the sponsorship of the American Gas Association (AGA), the American Society for Testing and Materials (ASTM), the American Water Works Association (AWWA), and the New England Water Works Association (NEWWA). Between 1972

38、and 1984, the cosecretariats were AGA, AWWA, and NEWWA, with AWWA serving as administrative secretariat. In 1984, the committee became an AWWA committee called AWWA Standards Committee A21 on Ductile Iron Pipe and Fittings. The present scope of Committee A21 activity is to develop standards and manu

39、als that address ductile iron pressure pipe for water supply service and ductile iron and gray iron fittings for use with such pipe. These standards and manuals include design, dimensions, materials, coatings, linings, joints, accessories, and methods of inspection and testing. The work of Committee

40、 A21 is conducted by subcommittees. The scope of Subcommittee 4, Coatings and Linings, includes the periodic review of current A21 standards for interior and exterior protection of ductile iron pipe and ductile iron * American National Standards Institute, 25 West 43rd Street, Fourth Floor, New York

41、 NY 10036. Foreword Copyright 2009 American Water Works Association. All Rights Reserved. x and gray iron fittings, the preparation of revisions and new standards when needed, and the examination of other matters pertaining to standards for interior and exterior protection of pipe and fittings. In

42、1994, the AWWA Standards Council approved the development of an AWWA standard for protective fusion bonded epoxy coatings for the interior and exterior surfaces of ductile iron and gray iron fittings for water service and assigned this project to Committee A21. Consequently, Subcommittee 4 submitted

43、 a proposed standard for fusion bonded coatings to Committee A21 in 1997. The first edition of the standard was adopted in 1998. The second edition was adopted in 2003. This third edition of C116 was approved by the AWWA Board of Directors on Jan. 25, 2009. Acceptance. I.C. In May 1985, the US Envir

44、onmental Protection Agency (USEPA) entered into a cooperative agreement with a consortium led by NSF International *(NSF) to develop voluntary third party consensus standards and a certification program for direct and indirect drinking water additives. Other members of the original consortium includ

45、ed the American Water Works Association Research Foundation (AwwaRF) and the Conference of State Health and Environmental Managers (COSHEM). The American Water Works Association (AWWA) and the Association of State Drinking Water Administrators (ASDWA) joined later. In the United States, authority to

46、 regulate products for use in, or in contact with, drinking water rests with individual states. Local agencies may choose to impose requirements more stringent than those required by the state. To evaluate the health effects of products and drinking water additives from such products, state and loca

47、l agencies may use various references, including An advisory program formerly administered by USEPA, Office of Drinking 1. Water, discontinued on Apr. 7, 1990. Specific policies of the state or local agency. 2. T 3. wo standards developed under the direction of NSF, NSF/ANSI 60, Drinking Water Treat

48、ment ChemicalsHealth Effects, and NSF/ANSI 61, Drinking Water System ComponentsHealth Effects. Other references, including AWWA standards, 4. Food Chemicals Codex, Water Chemicals Codex, and other standards considered appropriate by the state or local agenc y.* NSF International, 789 N. Dixboro Road

49、 Ann Arbor, MI 48113. Persons outside the United States should contact the appropriate authority having jurisdiction. Both publications available from National Academy of Sciences, 500 Fifth Street NW, Washington, DC 20001. Copyright 2009 American Water Works Association. All Rights Reserved. xi Various certification organizations may be involved in certifying products in accordance with NSF/ANSI 61. Individual states or local agencies have authority to accept or accredit certification organizations within their jurisd