ACI-349M-2006.pdf
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1、ACI 349M-06 Code Requirements for Nuclear Safety-Related Concrete Structures (ACI 349M-06) and Commentary Reported by ACI Committee 349 Copyright American Concrete Institute Provided by IHS under license with ACI Licensee=HP Monitoring/1111111164 Not for Resale, 02/01/2009 00:00:21 MSTNo reproductio
2、n or networking permitted without license from IHS -,-,- American Concrete Institute Advancing concrete knowledge Code Requirements for Nuclear Safety-Related Concrete Structures and Commentary ISBN 978-0-87031-303-5 Copyright by the American Concrete Institute, Farmington Hills, MI. All rights rese
3、rved. This material may not be reproduced or copied, in whole or part, in any printed, mechanical, electronic, film, or other distribution and storage media, without the written consent of ACI. The technical committees responsible for ACI committee reports and standards strive to avoid ambiguities,
4、omissions, and errors in these documents. In spite of these efforts, the users of ACI documents occa- sionally find information or requirements that may be subject to more than one interpretation or may be incomplete or incorrect. Users who have suggestions for the improvement of ACI documents are r
5、equested to contact ACI. ACI committee documents are intended for the use of individuals who are competent to evaluate the significance and limitations of its content and recommendations and who will accept responsibility for the application of the material it contains. Individuals who use this publ
6、ication in any way assume all risk and accept total responsibility for the application and use of this information. All information in this publication is provided “as is” without warranty of any kind, either express or implied, including but not limited to, the implied warranties of merchantability
7、, fitness for a particular purpose or non-infringement. ACI and its members disclaim liability for damages of any kind, including any special, indirect, incidental, or consequential damages, including without limitation, lost revenues or lost profits, which may result from the use of this publicatio
8、n. It is the responsibility of the user of this document to establish health and safety practices appropriate to the specific circumstances involved with its use. ACI does not make any representations with regard to health and safety issues and the use of this document. The user must determine the a
9、pplicability of all regulatory limitations before applying the document and must comply with all applicable laws and regula- tions, including but not limited to, United States Occupational Safety and Health Administration (OSHA) health and safety standards. Order information: ACI documents are avail
10、able in print, by download, on CD-ROM, through electronic subscription, or reprint and may be obtained by contacting ACI. Most ACI standards and committee reports are gathered together in the annually revised ACI Manual of Concrete Practice (MCP). American Concrete Institute 38800 Country Club Drive
11、 Farmington Hills, MI 48331 U.S.A. Phone:248-848-3700 Fax:248-848-3701 www.concrete.org Copyright American Concrete Institute Provided by IHS under license with ACI Licensee=HP Monitoring/1111111164 Not for Resale, 02/01/2009 00:00:21 MSTNo reproduction or networking permitted without license from I
12、HS -,-,- ACI 349M-06 supersedes ACI 349/349R-01, was adopted November 7, 2006, and was published September 2008. Copyright 2007, American Concrete Institute. All rights reserved including rights of reproduction and use in any form or by any means, including the making of copies by any photo process,
13、 or by electronic or mechanical device, printed, written, or oral, or recording for sound or visual reproduction or for use in any knowledge or retrieval system or device, unless permission in writing is obtained from the copyright proprietors. 349M-1 ACI Committee Reports, Guides, Standard Practice
14、s, and Commentaries are intended for guidance in planning, designing, executing, and inspecting construction. This document is intended for the use of individuals who are competent to evaluate the significance and limitations of its content and recommendations and who will accept responsibility for
15、the application of the material it contains. The American Concrete Institute disclaims any and all responsibility for the stated principles. The Institute shall not be liable for any loss or damage arising therefrom. Reference to this document shall not be made in contract documents. If items found
16、in this document are desired by the Architect/Engineer to be a part of the contract documents, they shall be restated in mandatory language for incorporation by the Architect/Engineer. Code Requirements for Nuclear Safety-Related Concrete Structures (ACI 349M-06) and Commentary An ACI Standard Repor
17、ted by ACI Committee 349 ACI 349M-06 This standard covers the proper design and construction of concrete structures that form part of a nuclear power plant and that have nuclear safety-related functions, but does not cover concrete reactor vessels and concrete containment structures (as defined by J
18、oint ACI-ASME Committee 359). The structures covered by the Code include concrete structures inside and outside the containment system. This Code may be referenced and applied subject to agreement between the owner and the Regulatory Authority. All notation sections have been removed from the beginn
19、ing of each chapter and consolidated into one list in Chapter 2. The format of this Code is based on the “Building Code Requirements for Structural Concrete (ACI 318M-05)” and incorporates recent revisions of that standard. The commentary, which is presented after the Code, discusses some of the con
20、siderations of ACI Committee 349 in developing “Code Requirements for Nuclear Safety-Related Concrete Structures (ACI 349M-06).” This information is provided in the commentary because the Code is written as a legal document and therefore cannot present background details or suggestions for carrying
21、out its requirements. Keywords: admixtures; aggregates; anchorage (structural); authority having jurisdiction (AHJ); beam-column frame; beams (supports); building codes; cements; cold weather construction; columns (supports); combined stress; composite construction (concrete and steel); composite co
22、nstruction (concrete to concrete); compressive strength; concrete construction; concretes; concrete cover; concrete slabs; construction joints; continuity (structural); cracking (fracturing); creep properties; curing; deep beams; deflection; drawings (drafting); earthquake-resistant structures; edge
23、 beams; embedded service ducts; flexural strength; floors; folded plates; footings; formwork (construction); frames; hot weather construction; inspection; joists; load tests (structural); loads (forces); mixing; mixture proportioning; modulus of elasticity; moments; nuclear power plants; nuclear rea
24、ctor containments; nuclear reactor safety; nuclear reactors; pipe columns; pipes (tubes); placing; precast concrete; prestressed concrete; prestressing steels; quality control; reinforced concrete; reinforcing steels; roofs; safety; serviceability; shear strength; shearwalls; shells (structural form
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