1、 ANSI/AWWA D107-10 (First Edition) AWWA Standard Effective date: Dec. 1, 2010. This first edition approved by AWWA Board of Directors Jan. 17, 2010. Approved by American National Standards Institute Aug. 5, 2010. 6666 West Quincy Avenue Advocacy Denver, CO 80235-3098 Communications T 800.926.7337 Co
2、nferences www.awwa.org Education and TrainingScience and TechnologySections The Authoritative Resource on Safe Water Composite Elevated Tanks for Water Storage Copyright 2011 American Water Works Association. All Rights Reserved. ii AWWA Standard This document is an American Water Works Association
3、(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 standards usually contain options that must be evaluated by the user of the standard. Unt
4、il 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, certify, or approve any product. The use of AWWA standards is entirely voluntary. This st
5、andard 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 industry that the product described will provide satisfactory service. When AWWA revises or w
6、ithdraws 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 the month of Journal AWWA publication of the official notice. American National Standard A
7、n 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 the general public. The existence of an American National Standard does not in any respect
8、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 Standards are subject to periodic review, and users are cautioned to obtain the latest edi
9、tions. 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 are produced in conformity with particular American National Standards. Caution n oti Ce :
10、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 at any time. ANSI procedures require that action be taken to reaffirm, revise, or withdraw
11、 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 Standards Institute, 25 West 43rd Street, Fourth Floor, New York, NY 10036; (212) 642-4900, or
12、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 or retrieval system, except in the form of brief excerpts or quotations for review purpo
13、ses, without the written permission of the publisher. Copyright 2010 by American Water Works Association Printed in USA Copyright 2011 American Water Works Association. All Rights Reserved. iii Committee Personnel The AWWA Standards Committee on Composite Elevated Tanks, which reviewed and approved
14、this standard, had the following personnel at the time of approval: Ronald V. Conway, Chair Edwin A. Smith, Co-Chair General Interest Members J.M. Conners, VE Collective Inc., Richmond Hill, Ont. (AWWA) R.J. Casale,* Standards Council Liaison, American Water, Voorhees, N.J. (AWWA) R.V. Conway, Birkh
15、off, Hendricks, & Conway LLP, Dallas, Texas (AWWA) W.J. Dixon, Dixon Engineering Inc., Lake Odessa, Mich. (AWWA) T.O. Dubcak, Providence Environmental Consulting Inc., Georgetown, Texas (AWWA) F.S. Kurtz,* Standards Engineer Liaison, AWWA, Denver, Colo. (AWWA) D.L. Lampman, AECOM Canada Ltd., St. Ca
16、tharines, Ont. (AWWA) S.W. Meier, Tank Industry Consultants Inc., Indianapolis, Ind. (AWWA) G.B. Rest, OBrien & Gere Engineers Inc., Hyattsville, Md. (AWWA) J.E. Rudina, Mazda Consultants Inc., St. Paul, Minn. (AWWA) E.A. Smith, Jacobs Engineering Group Inc., Dallas, Texas (AWWA) R.S. Wozniak, Bow T
17、ech Ltd., Batavia, Ill. (AWWA) Producer Members K.A. Binder, CB&I Inc., Clive, Iowa (AWWA) C. Lamon, Landmark Structures Inc., Fort Worth, Texas (AWWA) R. Pawski, Landmark Structures Inc., Wheaton, Ill. (AWWA) D.L. Stilger, Caldwell Tanks Inc., Louisville, Ky. (AWWA) User Members R.E. McCuller, City
18、 of Grand Prairie, Grand Prairie, Texas (AWWA) * Liaison, nonvoting Alternate Copyright 2011 American Water Works Association. All Rights Reserved. This page intentionally blank. Copyright 2011 American Water Works Association. All Rights Reserved. v Contents All AWWA standards follow the general fo
19、rmat indicated subsequently. Some variations from this format may be found in a particular standard. Foreword I Introduction . ix I.A Background ix I.B History . ix I.C Acceptance . ix II Special Issues . x II.A Applicable Building Codes x II.B Personnel Safety Standards . xi II.C Special Loading Co
20、nditions . xi II.D Professional Engineer Certification . xi II.E Inspection and Maintenance xi II.F Cold Climates xi II.G Use of Interior Space xi II.H Aesthetics . xi II.I Structural Evaluation xii III Use of This Standard . xii III.A General . xii III.B Specifying ANSI/AWWA D107 . xiii III.C Modif
21、ication to Standard . xiii IV Major Revisions xiii V Comments . xiii Standard 1 General 1.1 Scope 1 1.2 Purpose . 1 1.3 Application 1 1.4 Drawings, Calculations, and Instructions . 2 1.5 Quality Assurance . 2 1.6 Equivalence Between US Customary Units and SI-Metric Units of Nonhomogeneous Equations
22、. 2 2 References 4 3 Definitions . 7 4 General Requirements for Analysis and Design 4.1 General . 8 4.2 Design Loads 11 4.3 Analysis and Design 50 5 Steel Tank 5.1 General . 52 5.2 Material Requirements 53 5.3 Analysis and Design 54 5.4 Fabrication and Construction Requirements 61 6 Concrete Support
23、 Structure 6.1 General 64 6.2 Material Requirements 65 6.3 Analysis and Design 65 6.4 Fabrication and Construction Requirements 70 SEC. PAGE SEC. PAGE Copyright 2011 American Water Works Association. All Rights Reserved. vi 7 Foundations 7.1 General . 73 7.2 Material Requirements 74 7.3 Analysis and
24、 Design 74 7.4 Fabrication and Construction Requirements 76 8 Accessories 8.1 General . 79 8.2 Ladders . 80 8.3 Platforms and Railings 80 8.4 Access Openings . 81 8.5 Permanent Rigging Devices 82 8.6 Ventilation 82 8.7 Piping 82 8.8 Lightning Protection . 84 8.9 Electrical and Lighting 84 8.10 Inter
25、ior Floors . 86 8.11 Antennas and Communication Equipment 87 9 Inspection and Testing 9.1 General . 88 9.2 Geotechnical and Foundation . 89 9.3 Concrete 90 9.4 Steel Tank: Materials and Tolerances . 92 9.5 Steel Tank: Welding 92 9.6 Accessories 97 9.7 Hydrotest 97 Appendixes A Commentary . 99 B Info
26、rmation Provided by Purchaser 139 C Recommendations for Geotechnical Investigation 143 Figures 1 Region-Dependent Transition Period for Longer-Period Ground Motion T L. 12 2 Basic Wind Speed V b(from ASCE 7) 18 3 Mapped Maximum Considered Earthquake Spectral Response Acceleration, 5 Percent Damped,
27、at 0.2-Sec Period S Sfor Site Class B for the Conterminous United States . 28 4 Mapped Maximum Considered Earthquake Spectral Response Acceleration, 5 Percent Damped, at 1-Sec Period S 1for Site Class B for the Conterminous United States . 30 5 Mapped Maximum Considered Earthquake Spectral Response
28、Acceleration, 5 Percent Damped, at 0.2-Sec Period S sfor Site Class B for Region 1 32 6 Mapped Maximum Considered Earthquake Spectral Response Acceleration, 5 Percent Damped, at 1-Sec Period S 1for Site Class B for Region 1 34 Copyright 2011 American Water Works Association. All Rights Reserved. vii
29、 7 Mapped Maximum Considered Earthquake Spectral Response Acceleration, 5 Percent Damped, at 0.2-Sec Period S sfor Site Class B for Region 2 36 8 Mapped Maximum Considered Earthquake Spectral Response Acceleration, 5 Percent Damped, at 1-Sec Period S 1for Site Class B for Region 2 37 9 Mapped Maximu
30、m Considered Earthquake Spectral Response Acceleration, 5 Percent Damped, at 0.2-Sec Period S sfor Site Class B for Region 3 38 10 Mapped Maximum Considered Earthquake Spectral Response Acceleration, 5 Percent Damped, at 1-Sec Period S 1for Site Class B for Region 3 39 11 Mapped Maximum Considered E
31、arthquake Spectral Response Acceleration, 5 Percent Damped, at 0.2-Sec Period S sand 1-Sec Period S 1for Site Class B for Region 4 40 12 Mapped Maximum Considered Earthquake Spectral Response Acceleration, 5 Percent Damped, at 0.2-Sec Period S sand 1-Sec Period S 1for Site Class B for Hawaii 41 13 M
32、apped Maximum Considered Earthquake Spectral Response Acceleration, 5 Percent Damped, at 0.2-Sec Period S sfor Site Class B for Alaska . 42 14 Mapped Maximum Considered Earthquake Spectral Response Acceleration, 5 Percent Damped, at 1-Sec Period S 1for Site Class B for Alaska . 43 15 Mapped Maximum
33、Considered Earthquake Spectral Response Acceleration, 5 Percent Damped, at 0.2-Sec Period S sand 1-Sec Period S 1for Site Class B for Puerto Rico, Culebra, Vieques, St. Thomas, St. John, and St. Croix . 44 16 Mapped Maximum Considered Earthquake Spectral Response Acceleration, 5 Percent Damped, at 0
34、.2-Sec Period S sand 1-Sec Period S 1for Site Class B for Guam and Tutuila . 45 17 Extreme Frost Penetration (depth in inches based on state averages) 77 18 Minimum Pipe Cover (cover above top of pipe in feet) . 85 A.1 Design Spectral Acceleration . 103 A.2 Impulsive and Convective Design Spectral A
35、cceleration . 106 A.3 Modeled Imperfection (from reference A.5-1) . 117 Copyright 2011 American Water Works Association. All Rights Reserved. viii Tables 1 Coefficients for Calculation of Velocity Exposure Height Coefficient K z23 2a Design Wind Pressure C f p z(in psf) for V b= 90 mph . 24 2b Desig
36、n Wind Pressure C f p z(in Pa) for V b= 40 m/s 24 3 Site Classification 25 4a Site coefficient F a. 26 4b Site Coefficient F v26 5 Coefficient for Upper Limit on Calculated Period C u. 49 6 Steel Plate Requirements . 53 7 Minimum Size of Fillet and Partial Joint Penetration Welds . 56 8 Allowable St
37、resses in Shell Plates and Structural Components 56 9 Values of (R/t) c. 57 10 Plasticity Reduction Factor Coefficients . 60 11 Alignment Tolerance of Butt Joints . 63 12 Maximum Reinforcement of Shell Butt Joints 63 13 Wall Reinforcement Requirements 67 14 Minimum Safety Factor for Foundations 74 1
38、5a Specific Reporting Requirements . 89 15b Other Reports of Tests and Inspections, When Specified . 89 16 Maximum Reinforcement of Shell Butt Joints at Radiograph Locations. 94 A.1 Plate Material Properties 111 A.2 Preheat Requirements for Standard Weld Procedure Specifications 119 A.3 Side Rail Si
39、ze and Spacing (ASTM A36 Steel) 127 A.4 Fillet Weld Convexity 134 A.5 IQI Selection . 135 A.6 Maximum Acceptable Rounded Discontinuities for RT . 136 B.1 Optional Requirements and Defaults 139 C.1 Minimum Safety Factor for Pile Foundations 144 Copyright 2011 American Water Works Association. All Rig
40、hts Reserved. ix Foreword This foreword is for information only and is not a part of ANSI*/AWWA D107. I. Introduction. I.A. Background. A composite elevated water tank is composed of a welded steel tank for watertight containment, a single pedestal concrete support structure, foundation, and accesso
41、ries. The AWWA Standards Committee on Composite Elevated Tanks was formed to prepare a standard for the design, construction, inspection, and testing of composite elevated tanks. ACI 371R, Guide for the Analysis, Design, and Construction of Elevated Concrete and Composite Steel-Concrete Water Storag
42、e Tanks, and ANSI/AWWA D100, Welded Carbon Steel Tanks for Water Storage, are used as source documents. Work covered by this standard is usually procured under a designbuild contract. It is intended that ANSI/AWWA D107 be used as a reference standard in project docu- ments prepared by purchasers and
43、 engineers specifying composite elevated water tanks. I.B. History. The A WWA Standards Committee on Composite Elevated Tanks was formed in 1992 to prepare a standard for these structures. This is the first edition of ANSI/AWWA D107, and it was approved by the AWWA Board of Directors on Jan. 17, 201
44、0. I.C. Acceptance. In May 1985, the US Environmental 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. Oth
45、er members of the original consortium included the American Water Works Association Research Foundation (AwwaRF, now Water Research Foundation) and the Conference of State Health and Environmental Managers (COSHEM). The American Water Works Association (AWWA) and the Association of State Drinking Wa
46、ter Administrators (ASDWA) joined later. In the United States, authority to 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 * Americ
47、an National Standards Institute, 25 West 43 rdStreet, Fourth Floor, New York, NY 10036. American Concrete Institute, 38800 Country Club Dr., Farmington Hills, MI 48331. Persons outside the United States should contact the appropriate authority having jurisdiction. Copyright 2011 American Water Works
48、 Association. All Rights Reserved. x effects of products and drinking water additives from such products, state and local agencies may use various references, including 1. An advisory program formerly administered by USEPA, Office of Drinking Water, discontinued on Apr. 7, 1990. 2. Specific policies
49、 of the state or local agency. 3. Two standards developed under the direction of NSF,* NSF/ANSI 60, Drinking Water Treatment ChemicalsHealth Effects, and NSF/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 in accor- dance with NSF/ANSI 61. Individual states or local agencies have authority to accept o
