Sky Bear Technical Standards - Home
Search
×
FR

Placeholder headline

This is just a placeholder headline

CSA A123.21:26 – Standard test method for the dynamic wind uplift resistance of membrane-roofing systems

$

236

BUY NOW

Placeholder headline

This is just a placeholder headline

CAN/CSA-A123.2-03 (R2023) – Asphalt-coated roofing sheets

$

150

BUY NOW

Placeholder headline

This is just a placeholder headline

A123.23-15 (R2025) – Product specification for polymer-modified bitumen sheet, prefabricated and reinforced

$

118

BUY NOW

Placeholder headline

This is just a placeholder headline

CSA A123.24:21 (R2026) – Standard test method for wind resistance of vegetated roof assembly

$

161

BUY NOW

Placeholder headline

This is just a placeholder headline

CSA A123.25:18 (R2023) – Asphalt core boards used in roofing

$

197

BUY NOW

Placeholder headline

This is just a placeholder headline

A123.3-05 (R2020) – Asphalt saturated organic roofing felt

$

150

BUY NOW

Placeholder headline

This is just a placeholder headline

CAN/CSA-A123.4-04 (R2023) – Asphalt for constructing built-up roof coverings and waterproofing systems

$

150

BUY NOW

Placeholder headline

This is just a placeholder headline

CSA A123.5:16 (R2020) – Asphalt shingles made from glass felt and surfaced with mineral granules

$

197

BUY NOW

CSA N287.2:26

CSA N287.2:26 – Material requirements for concrete containment structures for nuclear power plants

CDN $1,715.00

Material requirements for concrete containment structures for nuclear power plants

SKU: 2432958 Categories: ,

Description

Preface This is the seventh edition of CSA N287.2, Material requirements for concrete containment structures for nuclear power plants . It supersedes the previous editions published in 2017, 2008, 1991, 1982, 1977, and 1976. This Standard provides requirements for materials used in concrete containment structures. This Standard is part of the CSA N287 series of Standards, which provides the requirements for concrete containment structures for nuclear power plants. These Standards were initiated in response to the recognition by the utilities and industries concerned with nuclear structures in Canada of a need for standards applicable to the design, construction, and testing of concrete containment structures for nuclear power plants. The following are the major changes to this edition: • included waterstops in the list of elements of the containment structure and further detailed requirements for the waterstops; • clarified the interface with the CSA N287 series of Standards; • modified definitions and clarified terminology throughout this Standard; • clarified concrete durability requirements; • addressed self-consolidating concrete to explicitly allow its use and provided associated guidance; • addressed thresholds for irradiation of concrete; and • further detailed requirements for non-metallic liners, coating systems, and repair materials. This Standard reflects Canadian regulatory requirements, the operating experience of the Canadian nuclear industry, and international practices. The Standard was originally written for CANDU® reactors but can be used for other concrete containment structures, as applicable. Note: CANDU (CANada Deuterium Uranium) is a registered trademark of Atomic Energy of Canada Limited (AECL). The CSA N-series Standards provide an interlinked set of requirements for the management of nuclear facilities and activities. CSA N286 provides overall direction to management to develop and implement sound management practices and controls, while the other CSA Group nuclear Standards provide technical requirements and guidance that support the management system. This Standard works in harmony with CSA N286 and does not duplicate the generic requirements of CSA N286; however, it might provide more specific direction for those requirements. The CSA N287 series of Standards consists of eight Standards. The objectives of each Standard are summarized as follows: • CSA N287.1, General requirements for concrete containment structures for nuclear power plants, specifies the general requirements for the design, construction, testing, commissioning, and in- service examination and testing of concrete containment structures for nuclear power plants and is directed to the owners, designers, manufacturers, fabricators, and constructors; • CSA N287.2, Material requirements for concrete containment structures for nuclear power plants, specifies the requirements for materials used for concrete containment structures; • CSA N287.3, Design requirements for concrete containment structures for nuclear power plants, specifies the requirements for the design of concrete containment structures; • CSA N287.4, Construction, fabrication, and installation requirements for concrete containment structures for nuclear power plants, specifies the construction, fabrication, and installation requirements for concrete containment structures for CANDU nuclear power plants; • CSA N287.5, Examination and testing requirements for concrete containment structures for nuclear power plants, specifies the examination and testing requirements that apply to the work of any organization participating in the construction, fabrication, or installation of concrete containment structures for nuclear power plants; • CSA N287.6, Pre-operational proof and leakage rate testing requirements for concrete containment structures for nuclear power plants, specifies the requirements for proof by demonstration, before first criticality, that the design and construction of a concrete containment structure are satisfactory with respect to quality and performance as demonstrated by achieving the specified requirements of CSA N287.6, including commissioning leakage rate target; • CSA N287.7, In-service examination and testing requirements for concrete containment structures for nuclear power plants, specifies the uniform requirements whereby, through systematic and periodic examination, the structural and leak-tight integrity of concrete containment structures can be assessed as demonstrated by achieving the specified requirements of CSA N287.7, including the operational leakage rate target; and • CSA N287.8, Aging management for concrete containment structures for nuclear power plants, provides the aging management requirements for concrete containment structures for nuclear power plants and is directed to the owners/operators, designers, manufacturers, fabricators, and constructors. Users of this Standard are reminded that the design, manufacture, construction, commissioning, operation, and decommissioning of nuclear facilities in Canada are subject to the provisions of the Nuclear Safety and Control Act and its Regulations. Additional requirements to those specified in this Standard could be imposed by the Canadian Nuclear Safety Commission. CSA Group acknowledges that the development of this Standard was made possible, in part, by the financial support of Bruce Power, Ontario Power Generation, Canadian Nuclear Safety Commission, New Brunswick Power, Canadian Nuclear Laboratories, Candu Energy Inc. – an AtkinsRéalis Company, BWXT Canada, Cameco Corporation, Kinectrics, Orano Canada Inc., Nuclear Waste Management Organization (NWMO), AECOM, Calian, Framatome Canada Ltd., GE Vernova-Hitachi, Tetra Tech, Westinghouse Electric Canada, and AECL. This Standard was prepared by the Subcommittee on Material Requirements for Concrete Containment Structures for Nuclear Power Plants, under the jurisdiction of the Technical Committee on Concrete Containment and Safety-Related Structures for Nuclear Power Plants and the Strategic Steering Committee on Nuclear Standards, and has been formally approved by the Technical Committee. Scope 1.1 General This Standard provides requirements for the materials used for concrete containment structures, which include, but are not limited to, the following structural and non-structural elements: a) concrete; b) reinforcement (prestressed and non-prestressed); c) steel (e.g., liners, embedded parts, anchors); d) non-metallic liners and coating systems; e) joint sealants and waterstops; and f) elements necessary to support the containment structure (e.g., foundations). Note: For material requirements for safety-related structures, refer to CSA N291. 1.2 Applicability This Standard is applicable to existing and new nuclear power plants. It is not the intent that the requirements of this Standard be applied retroactively to existing nuclear power plants, unless agreed to by the authority having jurisdiction (AHJ). 1.3 Interface This Standard is used in concert with the other standards in the CSA N287 series of Standards, as applicable. 1.4 Terminology In this Standard, “shall” is used to express a requirement, i.e., a provision that the user is obliged to satisfy in order to comply with the Standard; “should” is used to express a recommendation or that which is advised but not required; and “may” is used to express an option or that which is permissible within the limits of the Standard. Notes accompanying clauses do not include requirements or alternative requirements; the purpose of a note accompanying a clause is to separate from the text explanatory or informative material. Notes to tables and figures are considered part of the table or figure and may be written as requirements. Annexes are designated normative (mandatory) or informative (non-mandatory) to define their application. 1.5 Application terminology In this Standard, “shall be considered” or “shall consider” means that the user evaluates the impact and documents any decisions. Note: Examples can include no action, operating procedures, or design features.

Edition

Not found

Published Date

2026-10-05

Status

Not found

Pages

68

Language Detail Icon

English

Format Secure Icon

Secure PDF

Abstract

Preface This is the seventh edition of CSA N287.2, Material requirements for concrete containment structures for nuclear power plants . It supersedes the previous editions published in 2017, 2008, 1991, 1982, 1977, and 1976. This Standard provides requirements for materials used in concrete containment structures. This Standard is part of the CSA N287 series of Standards, which provides the requirements for concrete containment structures for nuclear power plants. These Standards were initiated in response to the recognition by the utilities and industries concerned with nuclear structures in Canada of a need for standards applicable to the design, construction, and testing of concrete containment structures for nuclear power plants. The following are the major changes to this edition: • included waterstops in the list of elements of the containment structure and further detailed requirements for the waterstops; • clarified the interface with the CSA N287 series of Standards; • modified definitions and clarified terminology throughout this Standard; • clarified concrete durability requirements; • addressed self-consolidating concrete to explicitly allow its use and provided associated guidance; • addressed thresholds for irradiation of concrete; and • further detailed requirements for non-metallic liners, coating systems, and repair materials. This Standard reflects Canadian regulatory requirements, the operating experience of the Canadian nuclear industry, and international practices. The Standard was originally written for CANDU® reactors but can be used for other concrete containment structures, as applicable. Note: CANDU (CANada Deuterium Uranium) is a registered trademark of Atomic Energy of Canada Limited (AECL). The CSA N-series Standards provide an interlinked set of requirements for the management of nuclear facilities and activities. CSA N286 provides overall direction to management to develop and implement sound management practices and controls, while the other CSA Group nuclear Standards provide technical requirements and guidance that support the management system. This Standard works in harmony with CSA N286 and does not duplicate the generic requirements of CSA N286; however, it might provide more specific direction for those requirements. The CSA N287 series of Standards consists of eight Standards. The objectives of each Standard are summarized as follows: • CSA N287.1, General requirements for concrete containment structures for nuclear power plants, specifies the general requirements for the design, construction, testing, commissioning, and in- service examination and testing of concrete containment structures for nuclear power plants and is directed to the owners, designers, manufacturers, fabricators, and constructors; • CSA N287.2, Material requirements for concrete containment structures for nuclear power plants, specifies the requirements for materials used for concrete containment structures; • CSA N287.3, Design requirements for concrete containment structures for nuclear power plants, specifies the requirements for the design of concrete containment structures; • CSA N287.4, Construction, fabrication, and installation requirements for concrete containment structures for nuclear power plants, specifies the construction, fabrication, and installation requirements for concrete containment structures for CANDU nuclear power plants; • CSA N287.5, Examination and testing requirements for concrete containment structures for nuclear power plants, specifies the examination and testing requirements that apply to the work of any organization participating in the construction, fabrication, or installation of concrete containment structures for nuclear power plants; • CSA N287.6, Pre-operational proof and leakage rate testing requirements for concrete containment structures for nuclear power plants, specifies the requirements for proof by demonstration, before first criticality, that the design and construction of a concrete containment structure are satisfactory with respect to quality and performance as demonstrated by achieving the specified requirements of CSA N287.6, including commissioning leakage rate target; • CSA N287.7, In-service examination and testing requirements for concrete containment structures for nuclear power plants, specifies the uniform requirements whereby, through systematic and periodic examination, the structural and leak-tight integrity of concrete containment structures can be assessed as demonstrated by achieving the specified requirements of CSA N287.7, including the operational leakage rate target; and • CSA N287.8, Aging management for concrete containment structures for nuclear power plants, provides the aging management requirements for concrete containment structures for nuclear power plants and is directed to the owners/operators, designers, manufacturers, fabricators, and constructors. Users of this Standard are reminded that the design, manufacture, construction, commissioning, operation, and decommissioning of nuclear facilities in Canada are subject to the provisions of the Nuclear Safety and Control Act and its Regulations. Additional requirements to those specified in this Standard could be imposed by the Canadian Nuclear Safety Commission. CSA Group acknowledges that the development of this Standard was made possible, in part, by the financial support of Bruce Power, Ontario Power Generation, Canadian Nuclear Safety Commission, New Brunswick Power, Canadian Nuclear Laboratories, Candu Energy Inc. – an AtkinsRéalis Company, BWXT Canada, Cameco Corporation, Kinectrics, Orano Canada Inc., Nuclear Waste Management Organization (NWMO), AECOM, Calian, Framatome Canada Ltd., GE Vernova-Hitachi, Tetra Tech, Westinghouse Electric Canada, and AECL. This Standard was prepared by the Subcommittee on Material Requirements for Concrete Containment Structures for Nuclear Power Plants, under the jurisdiction of the Technical Committee on Concrete Containment and Safety-Related Structures for Nuclear Power Plants and the Strategic Steering Committee on Nuclear Standards, and has been formally approved by the Technical Committee. Scope 1.1 General This Standard provides requirements for the materials used for concrete containment structures, which include, but are not limited to, the following structural and non-structural elements: a) concrete; b) reinforcement (prestressed and non-prestressed); c) steel (e.g., liners, embedded parts, anchors); d) non-metallic liners and coating systems; e) joint sealants and waterstops; and f) elements necessary to support the containment structure (e.g., foundations). Note: For material requirements for safety-related structures, refer to CSA N291. 1.2 Applicability This Standard is applicable to existing and new nuclear power plants. It is not the intent that the requirements of this Standard be applied retroactively to existing nuclear power plants, unless agreed to by the authority having jurisdiction (AHJ). 1.3 Interface This Standard is used in concert with the other standards in the CSA N287 series of Standards, as applicable. 1.4 Terminology In this Standard, “shall” is used to express a requirement, i.e., a provision that the user is obliged to satisfy in order to comply with the Standard; “should” is used to express a recommendation or that which is advised but not required; and “may” is used to express an option or that which is permissible within the limits of the Standard. Notes accompanying clauses do not include requirements or alternative requirements; the purpose of a note accompanying a clause is to separate from the text explanatory or informative material. Notes to tables and figures are considered part of the table or figure and may be written as requirements. Annexes are designated normative (mandatory) or informative (non-mandatory) to define their application. 1.5 Application terminology In this Standard, “shall be considered” or “shall consider” means that the user evaluates the impact and documents any decisions. Note: Examples can include no action, operating procedures, or design features.

Previous Editions

Can’t find what you are looking for?

Please contact us at: