ANSI AWWA C227-2011 Bolted Split-Sleeve Restrained and Nonrestrained Couplings for Plain-End Pipe《平端管用栓接 裂开管套约束和非约束连接件》.pdf

1、 ANSI/AWWA C227-11 (Revision of ANSI/AWWA C227-07) AWWA Standard Effective date: April 1, 2011. First edition approved by AWWA Board of Directors Jan. 21, 2007. This edition approved Jan. 23, 2011. Approved by American National Standards Institute Jan. 26, 2011. 6666 West Quincy Avenue Advocacy Denv

2、er, CO 80235-3098 Communications T 800.926.7337 Conferences www.awwa.org Education and TrainingScience and TechnologySections The Authoritative Resource on Safe Water Bolted, Split-Sleeve Restrained and Nonrestrained Couplings for Plain-End Pipe SM Copyright 2011 American Water Works Association. Al

3、l Rights Reserved. ii AWWA Standard This document is an American Water Works Association (AWWA) standard. It is not a specification. AWWA standards describe minimum requirements and do not contain all of the engineering and administrative information normally contained in specifi- cations. The AWWA

4、standards usually contain options that must be evaluated by the user of the standard. Until each optional feature is specified by the user, the product or service is not fully defined. AWWA publication of a standard does not constitute endorsement of any product or product type, nor does AWWA test,

5、certify, or approve any product. The use of AWWA standards is entirely voluntary. This standard does not supersede or take precedence 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 indu

6、stry that the product described will provide satisfactory service. When AWWA revises or withdraws this standard, an official notice 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 t

7、he month of Journal AWWA publication of the official notice. American National Standard An American National Standard implies a 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 th

8、e general public. The existence of an American National Standard does not in any respect preclude anyone, whether that person has approved the standard or not, from manufacturing, marketing, purchasing, or using products, processes, or procedures not conforming to the standard. Ameri- can National S

9、tandards are subject to periodic review, and users are cautioned to obtain the latest editions. Producers of goods made in conformity 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 ar

10、e produced in conformity with particular American National Standards. Caution n oti Ce : The American National Standards Institute (ANSI) approval date on the front cover of this standard indicates completion of the ANSI approval process. This American National Standard may be revised or withdrawn a

11、t any time. ANSI procedures require that action be taken to reaffirm, revise, or withdraw this standard no later than 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 Standa

12、rds Institute, 25 West 43rd Street, Fourth Floor, New York, NY 10036; (212) 642-4900, or e-mailing infoansi.org. 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

13、 or retrieval system, except in the form of brief excerpts or quotations for review purposes, without the written permission of the publisher. Copyright 2011 by American Water Works Association Printed in USA Copyright 2011 American Water Works Association. All Rights Reserved. iii Committee Personn

14、el The Steel Water Pipe Manufacturers Technical Advisory Committee (SWPMTAC) Task Group on C227, which updated this standard, had the following personnel at the time: Bob Card, Chair R.J. Card, Consultant, Sugar Hill, Ga. (AWWA) A. Collins, JCM Industries, Nash, Texas (AWWA) T. Crail, Straub Couplin

15、g, Bonsall, Calif. (AWWA) S. Hill, Romac Industries Inc., Bothell, Wash. (AWWA) J.L. Luka, American SpiralWeld Pipe Company, Columbia, S.C. (AWWA) C. Shelley, Victaulic, Atlanta, Ga. (AWWA) G. Tate, Viking Johnson, Hitchin, U.K. (AWWA) A. Thoemke, Victaulic, Atlanta, Ga. (AWWA) The AWWA Standards Co

16、mmittee on Steel Pipe, which reviewed and approved this standard, had the following personnel at the time of approval: John H. Bambei Jr., Chair Dennis Dechant, ViceChair John Luka, Secretary General Interest Members W.R. Brunzell, Brunzell Associates Ltd., Skokie, Ill. (AWWA) R.J. Card, Lockwood, A

17、ndrews & Newnam Inc., Sugar Hill, Ga (AWWA) R.L. Coffey, HDR Engineering Inc., Omaha, Neb. (AWWA) H.E. Dunham, MWH Inc., Bothell, Wash. (AWWA) S.N. Foellmi, Black & Veatch Corporation, Irvine, Calif. (AWWA) M.B. Horsley,* Black & Veatch Corporation, Kansas City, Mo. (AWWA) J.K. Jeyapalan, Consultant

18、, New Milford, Conn. (AWWA) R.A. Kufaas, Norske Corrosion & Inspection Services, Surrey, B.C. (AWWA) J.L. Mattson, Corrosion Control Technologies, Sandy, Utah (AWWA) W.J. Moncrief,* HDR Engineering Inc., San Diego, Calif. (AWWA) R. Ortega,* Lockwood Andrews & Newnam Inc., Houston, Texas (AWWA) E.S.

19、Ralph, Standards Engineer Liaison, AWWA, Denver, Colo. (AWWA) A.E. Romer, AECOM, Newport Beach, Calif. (AWWA) * Alternate Liaison, nonvoting Copyright 2011 American Water Works Association. All Rights Reserved. iv J.R. Snow,* MWH Americas Inc., Denver, Colo. (AWWA) H.R. Stoner, Consultant, North Pla

20、infield, N.J. (AWWA) C.C. Sundberg, CH2M HILL Inc., Issaquah, Wash. (AWWA) G.J. Tupac, G.J. Tupac & Associates Inc., Sun City West, Ariz. (AWWA) W.R. Whidden, Post Buckley Schuh & Jernigan, Orlando, Fla. (AWWA) K.E. Wilson, Council Liaison, Post Buckley Schuh & Jernigan Inc., Tampa, Fla. (AWWA) Prod

21、ucer Members S.A. Arnaout, Hanson Pressure Pipe Inc., Dallas, Texas (AWWA) H.H. Bardakjian, Consultant, Glendale, Calif. (AWWA) M. Bauer, Tnemec Company Inc., Kansas City, Mo. (AWWA) R.R. Carpenter, American SpiralWeld Pipe Company, Birmingham, Ala. (MSS) D. Dechant, Dechant Infrastructure Service,

22、Aurora, Colo. (AWWA) W.B. Geyer, Steel Plate Fabricators Association, Lake Zurich, Ill. (AWWA) B.D. Keil, Northwest Pipe Company, Pleasant Grove, Utah (AWWA) J.L. Luka,* American SpiralWeld Pipe Company, Columbia, S.C. (AWWA) R.D. Mielke,* Northwest Pipe Company, Raleigh, N.C. (AWWA) J. Olmos, Amero

23、n International, Rancho Cucamonga, Calif. (AWWA) J.A. Wise, Canus International Sales Inc., Surrey, B.C. (AWWA) User Members G.A. Andersen, New York City Bureau of Water Supply, Little Neck, N.Y. (AWWA) J.H. Bambei Jr., Denver Water, Denver, Colo. (AWWA) B. Cheng, Metro Vancouver, Burnaby, B.C. (AWW

24、A) D.W. Coppes, Massachusetts Water Resources Authority, Southborough, Mass. (NEWWA) R.V. Frisz, US Bureau of Reclamation, Denver, Colo. (USBR) G. George, Tacoma Water, Tacoma, Wash. (AWWA) T.J. Jordan, Metropolitan Water District of Southern California, La Verne, Calif. (AWWA) M. McReynolds,* Metro

25、politan Water District of Southern California, La Mirada, Calif. (AWWA) G. Oljaca,* Metro Vancouver, Burnaby, B.C. (AWWA) G.P. Stine, San Diego County Water Authority, Escondido, Calif. (AWWA) N.A. Wigner, Los Angeles Department of Water & Power, Los Angeles, Calif. (AWWA) J.V. Young, City of Richmo

26、nd, Richmond, B.C. (AWWA) * Alternate Liaison, nonvoting Copyright 2011 American Water Works Association. All Rights Reserved. v Contents All AWWA standards follow the general format indicated subsequently. Some variations from this format may be found in a particular standard. Foreword I Introducti

27、on vii I.A Background . vii I.B History vii I.C Acceptance vii II Special Issues viii II.A Advisory Information on Product Application . viii III Use of This Standard viii III.A Purchaser Options and Alternatives ix III.B Modification to Standard . ix IV Major Revisions ix V Comments x Standard 1 Ge

28、neral 1.1 Scope 1 1.2 Purpose . 1 1.3 Application 1 2 References 2 3 Definitions . 3 4 Requirements 4.1 Permeation 6 4.2 Materials of Construction . 6 4.3 Design of Couplings 8 4.4 Performance 9 4.5 Coatings 11 4.6 Installation 11 5 Verification 5.1 Inspection . 13 5.2 Tests 13 5.3 Notice of Nonconf

29、ormance . 14 6 Delivery 6.1 Marking 14 6.2 Packing and Shipping 14 6.3 Affidavit of Compliance 15 Figures 1 Typical Bolted, Split-Sleeve Couplings 5 2 Typical Nonrestrained Bolted, Split-Sleeve Coupling Cross Sections . 5 3 Typical Restrained Bolted, Split-Sleeve Coupling Cross Sections 5 Tables 1 M

30、inimum Physical Properties of Gasket Material . 7 2 Maximum Allowable Angular Deflection . 10 3 Recommended Centerline Gaps for Nonrestrained Couplings 10 4 Pipe-End Diameter Tolerances 12 SEC. PAGESEC. PAGE Copyright 2011 American Water Works Association. All Rights Reserved. This page intentionall

31、y blank. Copyright 2011 American Water Works Association. All Rights Reserved. vii Foreword This foreword is for information only and is not a part of ANSI*/AWWA C227. I. Introduction. I.A. Background. This standard describes bolted split-sleeve couplings used to join plain-end pipe. It also include

32、s materials of construction, inspection, and testing. These couplings have been used on water pipe since 1981. I.B. History. In October 1999, the AWWA Standards Council authorized the AWWA Standards Committee for Steel Pipe to develop a new standard for the use of bolted, split-sleeve couplings for

33、plain-end pipe. The first edition of that standard was approved by the AWWA Board of Directors on Jan. 21, 2007. This edition was approved on Jan. 23, 2011. I.C. Acceptance. In May 1985, the US Environmental Protection Agency (USEPA) entered into a cooperative agreement with a consortium led by NSF

34、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 included the American Water Works Association Research Foundation (AwwaRF, now Water Research Foundation ) a

35、nd 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 regulate products for use in, or in contact with, drinking water rest

36、s 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 local agencies may use various references, including 1. An advisory progra

37、m formerly administered by USEPA, Office of Drinking Water, discontinued on Apr. 7, 1990. 2. Specific policies of the state or local agency. * American National Standards Institute, 25 West 43rd Street, Fourth Floor, New York, NY 10036. Water Research Foundation, 6666 W. Quincy Avenue, Denver, CO 80

38、235. Persons outside the United States should contact the appropriate authority having jurisdiction. Copyright 2011 American Water Works Association. All Rights Reserved. viii 3. Two standards developed under the direction of NSF, NSF*/ANSI 60, Drinking Water Treatment ChemicalsHealth Effects, and N

39、SF/ANSI 61, Drinking Water System ComponentsHealth Effects. 4. Other references, including AWWA standards, Food Chemicals Codex, Water Chemicals Codex, and other standards considered appropriate by the state or local agency. Various certification organizations may be involved in certifying products

40、in accor- dance with NSF/ANSI 61. Individual states or local agencies have authority to accept or accredit certification organizations within their jurisdiction. Accreditation of certi- fication organizations may vary from jurisdiction to jurisdiction. Annex A, “T oxicology Review and Evaluation Pro

41、cedures,” to NSF/ANSI 61 does not stipulate a maximum allowable level (MAL) of a contaminant for substances not regulated by a USEPA final maximum contaminant level (MCL). The MALs of an unspecified list of “unregulated contaminants” are based on toxicity testing guide- lines (noncarcinogens) and ri

42、sk characterization methodology (carcinogens). Use of Annex A procedures may not always be identical, depending on the certifier. ANSI/AWWA C227 does not address additives requirements. Thus, users of this standard should consult the appropriate state or local agency having jurisdiction in order to

43、1. Determine additives requirements, including applicable standards. 2. Determine the status of certifications by parties offering to certify products for contact with, or treatment of, drinking water. 3. Determine current information on product certification. II. Special Issues. II.A. Advisory Info

44、rmation on Product Application. Though details differ, all couplings of this type work in a similar fashion and have similar components as depicted in the standard. Coupling manufacturers should be contacted for detailed design information regarding the capabilities of the couplings supplied and pro

45、per methods of field installation. III. Use of This Standard. It is the responsibility of the user of an AWWA standard to determine that the products described in that standard are suitable for use in the particular application being considered. * NSF International, 789 N. Dixboro Road, Ann Arbor, M

46、I 48105. Both publications available from National Academy of Sciences, 500 Fifth Street, NW, Washington, DC 20001. Copyright 2011 American Water Works Association. All Rights Reserved. ix III.A. Purchaser Options and Alternatives. The following information should be provided by the purchaser. 1. St

47、andard usedthat is, ANSI/A WWA C227 , Bolted, Split-Sleeve Restrained and Nonrestrained Couplings for Plain-End Pipe, of latest revision. 2. Quantity. 3. Nominal pipe size(s). 4. Flange specification for flanged coupling adaptors, if used. 5. Whether compliance with NSF/ANSI 61, Drinking Water Treat

48、ment ChemicalsHealth Effects, is required. 6. Details of other federal, state or provincial, and local requirements (Sec. 4.2.1). 7. Standard classification of rubber gaskets (Sec. 4.2.5). 8. Special service conditions and operating temperature range (Sec. 4.2.6). 9. Anticipated angular deflection o

49、f pipes (Sec. 4.4 and Table 2). 10. Special requirements, such as coatings (Sec. 4.5.2), linings (Sec. 4.5.2), gas- ket material (Table 1), gaskets for electrical insulation (Sec. 4.2.7), and special types of bolting (Sec. 4.2.9.1). 11. Actual outside diameter(s) (OD) of pipe ends, including coating (Sec. 4.6.2). 12. Purchasers pipe-end preparation requirements (Sec. 4.6.2). 13. Type of pipe(s), including specification to which it is made, or specifications and tolerance of pipe ends (Sec. 4.6.2.1). 14. Additional nondestructive weld evaluatio