NACE SP0112-2012 Corrosion Management of Atmospherically Exposed Reinforced Concrete Structures (Item No 21166).pdf
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1、 Standard Practice Corrosion Management of Atmospherically Exposed Reinforced Concrete Structures This NACE International standard represents a consensus of those individual members who have reviewed this document, its scope, and provisions. Its acceptance does not in any respect preclude anyone, wh
2、ether he or she has adopted the standard or not, from manufacturing, marketing, purchasing, or using products, processes, or procedures not in conformance with this standard. Nothing contained in this NACE International standard is to be construed as granting any right, by implication or otherwise,
3、to manufacture, sell, or use in connection with any method, apparatus, or product covered by Letters Patent, or as indemnifying or protecting anyone against liability for infringement of Letters Patent. This standard represents minimum requirements and should in no way be interpreted as a restrictio
4、n on the use of better procedures or materials. Neither is this standard intended to apply in all cases relating to the subject. Unpredictable circumstances may negate the usefulness of this standard in specific instances. NACE International assumes no responsibility for the interpretation or use of
5、 this standard by other parties and accepts responsibility for only those official NACE International interpretations issued by NACE International in accordance with its governing procedures and policies which preclude the issuance of interpretations by individual volunteers Users of this NACE Inter
6、national standard are responsible for reviewing appropriate health, safety, environmental, and regulatory documents and for determining their applicability in relation to this standard prior to its use. This NACE International standard may not necessarily address all potential health and safety prob
7、lems or environmental hazards associated with the use of materials, equipment, and/or operations detailed or referred to within this standard. Users of this NACE International standard are also responsible for establishing appropriate health, safety, and environmental protection practices, in consul
8、tation with appropriate regulatory authorities if necessary, to achieve compliance with any existing applicable regulatory requirements prior to the use of this standard. CAUTIONARY NOTICE: NACE International standards are subject to periodic review, and may be revised or withdrawn at any time in ac
9、cordance with NACE technical committee procedures. NACE International requires that action be taken to reaffirm, revise, or withdraw this standard no later than five years from the date of initial publication and subsequently from the date of each reaffirmation or revision. The user is cautioned to
10、obtain the latest edition. Purchasers of NACE International standards may receive current information on all standards and other NACE International publications by contacting the NACE International FirstService Department, 1440 South Creek Dr., Houston, Texas 77084-4906 (telephone +1 281-228-6200).
11、Approved 2012-06-23 NACE International 1440 South Creek Drive Houston, Texas 77084-4906 +1 281-228-6200 ISBN 1-57590-256-7 2012, NACE International NACE SP0112-2012 Item No. 21166SP0112-2012 NACE International i _ Foreword This NACE International standard practice provides a structure for setting up
12、 and maintaining a Corrosion Management System (the System) for existing conventionally reinforced concrete structures. This standard is concerned with the risk-based management of corrosion to maintain the safe operation of structures and plants and to minimize the risk of unexpected failures and u
13、nplanned closures and outages. The System may require investigation and evaluation by qualified corrosion, materials, and structural engineering personnel, depending on the nature and extent of the distress. This standard is intended for use by corrosion specialists, civil engineers, structural engi
14、neers, and asset owners involved with the maintenance, management, and operation of reinforced concrete structures susceptible to corrosion-induced deterioration. This standard was prepared by NACE TG 400, which is administered by Specific Technology Group (STG) 01, “Reinforced Concrete,” and is als
15、o sponsored by STG 08, “Corrosion Management,” and STG 46, “Building Systems.” The TG is composed of manufacturers, users, consulting engineers, and other interested parties and this standard represents a consensus of those members. This standard is issued by NACE under the auspices of STG 01. In NA
16、CE standards, the terms shall, must, should, and may are used in accordance with the definitions of these terms in the NACE Publications Style Manual. The terms shall and must are used to state a requirement, and are considered mandatory. The term should is used to state something good and is recomm
17、ended, but is not considered mandatory. The term may is used to state something considered optional. _ SP0112-2012 ii NACE International _ NACE International Standard Practice Corrosion Management of Atmospherically Exposed Reinforced Concrete Structures Contents 1. General . 1 2. Definitions . 1 3.
18、 Objectives . 1 4. Organization and Management . 2 5. Planning and Implementation . 3 6. Performance of Corrosion Management Team (the Team) 4 References 5 _ SP0112-2012 NACE International 1 _ Section 1: General 1.1 Corrosion management is the part of an overall management system that is concerned w
19、ith the development, implementation, review, and maintenance of the corrosion policy for the owners of fixed assets. This standard is not intended to be all encompassing. This standard is not concerned with the actual techniques used to carry out evaluations, which are covered by other NACE standard
20、s.1,2 1.1.1 Because of the properties inherent in reinforced concrete and different exposure conditions, corrosion of reinforced concrete structures has unique characteristics and associated consequences when compared to other assets that suffer from corrosion. Corrosion management of reinforced con
21、crete therefore requires unique knowledge and skills. 1.1.2 For example, 50 to 100 m (2 to 4 x 10-3 in) section loss of reinforcing steel can typically cause concrete cover to crack and spall.3 This amount of section loss is several orders of magnitude less than that considered significant in most s
22、tructural steel elements or steel containment structures. Also, the consequences of concrete at high elevation spalling off a structure can result in very different health and safety issues compared to section loss of a structural beam or column or perforation of a pipe or a containment vessel. 1.2
23、To establish the System for reinforced concrete assets, the Owner shall establish a corrosion policy, either standalone or within an overall integrity management policy and system. The Owner and managers of the assets shall identify the risks to safety and to the business resulting from the effects
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