Draft Details
- Material requirements for concrete containment...
- CSA N287.2:26
- Legal Notice for Draft Standards
- Technical Committee on Concrete Containment an...
- Subcommittee on Material Requirements for Conc...
- + Preface
- 1 Scope
- 1.1
- 1.2
- 1.3
- 1.4
- 1.5
- 2 Reference publications
- 3 Definitions
- + 4 General requirements
- 4.1 Compliance requirements for new materials
- 4.2 Compliance requirements for suppliers and u...
- 4.3 Testing requirements
- + 5 Concrete and grout
- + 5.1 General requirements
- 5.1.1 General
- 5.1.2 Durability requirements
- 5.1.2.1 Exposure conditions
- 5.1.2.2 Class of exposure
- 5.1.2.3 Maximum water-to-cementitious materials...
- 5.1.2.4 Minimum specified compressive strength
- 5.1.2.5 Sulphate content and pH in soil and gro...
- 5.1.2.6 Corrosion-inducing chemicals
- 5.1.2.7 Volume stability considerations
- + 5.2 Constituents materials for concrete
- 5.2.1 General
- + 5.2.2 Cementitious materials
- 5.2.2.1 Cement
- 5.2.2.2 Supplementary cementing materials
- 5.2.3 Mixing water
- + 5.2.4 Aggregates
- 5.2.4.1 General
- 5.2.4.1.1 Physical and chemical property limits...
- 5.2.4.1.2 Non-reactive aggregates only
- 5.2.4.1.3 Petrographic examination
- 5.2.4.2 Aggregates for high-density concrete
- 5.2.5 Admixtures
- + 5.3 Constituents materials for grout
- 5.3.1 General
- 5.3.2 Cement
- 5.3.3 Mixing water
- 5.3.4 Aggregates
- 5.3.5 Admixtures
- 5.4 Repair materials
- + 5.5 Mass concrete
- 5.5.1 General
- Note: Additional information on best practices...
- 5.5.3 Concrete compressive strength test
- 5.6 Self-consolidating concrete
- 5.7 Irradiation
- + 6 Reinforcement
- 6.1 General
- + 6.2 Tensile tests
- 6.2.1 Tensile test for each bar size
- 6.2.2 Compliance of tested yield strength of st...
- + 6.3 Bend tests
- 6.3.1 Bend test specimen requirements
- 6.3.2 Bend test specimen size requirements
- 6.4 Certification
- + 6.5 Identification and marking
- 6.5.1 Identification and marking requirements f...
- 6.5.2 Traceability and identification of arc we...
- + 6.6 Arc-welded splice materials
- 6.6.1 Material requirements for splicing reinfo...
- 6.6.2 Welding material requirements
- + 6.7 Mechanical splice materials
- 6.7.1 Mechanical splice material requirements
- 6.7.2 Material specifications for splice sleeve...
- 6.7.3 Inspection and verification of delivered ...
- 6.7.4 Qualification and compatibility requireme...
- + 6.8 Performance tests for mechanical splices
- + 6.8.1 General
- 6.8.1.1 Testing of tension splices
- 6.8.1.2 Testing of compression splices
- 6.8.1.3 Testing of splice system for long durat...
- 6.8.1.4 Performance test requirements
- 6.8.1.5 Requalification of mechanical splice
- 6.8.1.6 Testing conditions and temperature cons...
- + 6.8.2 Static tensile tests
- 6.8.2.1 Static tensile testing procedures for m...
- 6.8.2.2 Static tensile test requirements
- 6.8.2.3 Gauge length of static tensile test spe...
- 6.8.2.4 Static tensile test specimen report req...
- 6.8.2.5 Acceptance criteria
- + 6.8.3 Static compression tests
- 6.8.3.1 Static compression testing procedures f...
- 6.8.3.2 Static compression test requirements
- 6.8.3.3 Gauge length of static compression test...
- 6.8.3.4 Static compression test specimen report...
- 6.8.3.5 Acceptance criteria
- + 6.8.4 Cyclic load tests
- 6.8.4.1 Cyclic load test requirements
- 6.8.4.2 Tension stress variation cycles resista...
- 6.8.4.3 Testing specimens at specified minimum ...
- 6.8.4.4 Information to be obtained from test an...
- 6.8.4.5 Individual tensile strength of single t...
- + 6.8.5 Long-term elongation and shortening tests...
- 6.8.5.1 Testing procedures for tension and comp...
- 6.8.5.2 Limitations on elongation or shortening...
- 6.8.6 Test report
- + 7 Pre-stressing systems
- + 7.1 General
- 7.1.1 Material specifications for pre-stressing...
- 7.1.2 Satisfying design and performance test re...
- 7.1.3 Additional tests required by applicable p...
- 7.1.4 Submission of test program and results
- 7.1.5 Storage and labelling of materials
- + 7.2 Tendons
- 7.2.1 Materials requirements for tendons
- 7.2.2 Tensile breaking strength test for each c...
- 7.2.3 Tensile breaking strength point for wire,...
- 7.2.4 Approval and compliance of wire and stran...
- + 7.2.5 Corrosion protection
- 7.2.5.1 Temporary protection against corrosion ...
- 7.2.5.2 Corrosion protection for bonded tendons...
- 7.2.5.3 Permanent protection against corrosion ...
- + 7.3 Anchorages, coupling anchorages, and anchor...
- + 7.3.1 Anchorages and coupling anchorages
- 7.3.1.1 Examination and testing of cast or forg...
- 7.3.1.2 Acceptance standards for specified test...
- 7.3.1.3 Protection against corrosion for anchor...
- + 7.3.2 Wedge sets
- 7.3.2.1 Testing of randomly selected wedge sets...
- 7.3.2.2 Rejection and additional testing of hea...
- 7.3.2.3 Material selection for load-bearing ele...
- + 7.4 Assembly for performance tests
- 7.4.1 General
- + 7.4.2 Assembly for performance tests
- 7.4.2.1 Materials and elements for test specime...
- 7.4.2.2 Static tensile test specimen requiremen...
- 7.4.2.3 Dynamic tensile test specimen requireme...
- 7.4.2.4 Stressing method for production assembl...
- + 7.4.3 Static tensile tests
- 7.4.3.1 Static tensile test requirements for fu...
- 7.4.3.2 Recording information during testing
- 7.4.3.3 Tendon elongation at ultimate load meas...
- + 7.4.4 Dynamic tensile tests
- 7.4.4.1 Low-cycle dynamic test for tendon and a...
- 7.4.4.2 High-cycle dynamic test for tendon and ...
- 7.4.5 Temperature requirements
- 7.4.6 Test report
- 7.5 Sheathing
- + 7.6 Corrosion-preventive materials
- 7.6.1 General
- + 7.6.2 Bonded tendons
- 7.6.2.1 Temporary protection
- 7.6.2.2 Permanent protection
- + 7.6.3 Unbonded tendons
- 7.6.3.1 Temporary protection
- 7.6.3.2 Permanent protection
- 7.6.3.2.1 General
- 7.6.3.2.2 Properties and test requirements
- + 8 Non-metallic liner, coating system, joint sea...
- + 8.1 General
- 8.1.1 Suitability of materials for intended app...
- 8.1.2 Material performance and testing requirem...
- 8.1.3 Requirements for materials on containment...
- Note: The designer may select other applicable...
- 8.1.5 Requirements for joint sealant on contain...
- 8.1.6 Submission of test results
- + 8.2 Materials compatibility
- 8.2.1 Material information disclosure
- 8.2.2 Compatibility of materials with substrate...
- 8.3 Packaging and storage
- 8.4 Identification
- + 8.5 Repair materials
- 8.5.1 General requirements
- 8.5.2 Material performance and testing requirem...
- + 8.6 Testing requirements for non-metallic liner...
- 8.6.1 Radiation resistance
- 8.6.2 Material leakage rate
- 8.6.3 Elasticity
- + 8.6.4 Chemical resistance and decontamination
- 8.6.4.1 Testing requirements for chemical resis...
- 8.6.4.2 Testing requirements for decontaminatio...
- 8.6.5 Impact resistance
- + 8.6.6 Adhesion (bond strength)
- 8.6.6.1 Adhesion testing for non-metallic liner...
- 8.6.6.2 Adhesion testing of coating system appl...
- 8.6.6.3 Adhesion testing of coating system appl...
- 8.6.7 Fire resistance
- 8.6.8 Abrasion resistance
- 8.6.9 DBA
- 8.6.10 Heat aging
- 8.6.11 Immersion
- + 8.7 Testing requirements for joint sealant mate...
- 8.7.1 Radiation resistance
- 8.7.2 Chemical resistance and decontamination
- 8.7.3 Elasticity
- 8.7.4 Adhesion in peel
- 8.7.5 Fire resistance
- 8.7.6 DBA
- 8.7.7 Heat aging
- 8.7.8 Immersion
- + 9 Metallic parts
- + 9.1 General
- 9.1.1 Application of requirements to specific m...
- 9.1.2 Anchors materials requirements
- + 9.2 Material selection
- + 9.2.1 General
- 9.2.1.1 Material standards and test schedules
- 9.2.1.2 Acceptance of alternate test schedules
- 9.2.1.3 Use of other recognized standards for s...
- 9.2.1.4 Considerations for material selection
- + 9.2.2 Material
- 9.2.2.1 Material selection and welding requirem...
- 9.2.2.2 Usage of applicable grades
- 9.2.2.3 Material grades for plates, pipes, and ...
- 9.2.2.4 Material grades for bolting standards
- 9.2.2.5 Use of ASTM A108 grades for studs
- 9.2.3 Special test considerations
- 9.2.4 Material compatibility
- + 9.3 Special requirements
- 9.3.1 Impact test temperature and energy values...
- 9.3.2 Suitability and exposure requirements for...
- 9.3.3 Coating system requirements for metallic ...
- 9.3.4 Requirements for studs and stud bases
- 9.4 Delivery
- + 9.5 Inspection and repair
- 9.5.1 Inspection and quality of materials
- 9.5.2 Repair procedures for carbon and stainles...
- 9.5.3 Prohibition of welding repairs for stud m...
- 9.5.4 Requirements for material repaired by wel...
- + 9.6 Certification
- 9.6.1 Submission of certified mill test reports...
- 9.6.2 Materials certification compliance
- + 9.7 Identification
- 9.7.1 Identification of materials supplied in a...
- 9.7.2 Per-piece identification for impact testi...
- + 10 Welding materials
- 10.1 General
- + 10.2 Qualification
- 10.2.1 Issuance of certified material test repo...
- 10.2.2 Recertification for revised welding mate...
- 10.2.3 Subsequent deliveries and certificates o...
- + 10.3 Tests
- 10.3.1 Chemical analysis
- + Figure 1
- + 10.3.2 Tensile and impact tests
- 10.3.2.1 Notch-toughness tests for base metals ...
- 10.3.2.2 Post-weld heat-treatment temperature r...
- 10.3.2.3 Tensile and impact tests in as-welded ...
- 10.4 Marking, identification, and storage
- + 11 Organic materials
- + 11.1 General
- 11.1.1 Non-metallic products used as waterstops...
- 11.1.2 Material selection
- 11.1.3 Qualification requirements for rubber pr...
- 11.1.4 Performance requirements
- + 11.2 Tests
- 11.2.1 Properties before heat aging
- + Table 1
- 11.2.2 Properties after heat aging
- + Table 2
- 11.2.3 Performance tests after heat aging
- + Table 3
- + 11.2.4 Radiation resistance
- 11.2.4.1 Testing requirements
- 11.2.4.2 Acceptance criteria
- 11.2.4.3 Termination of the test
- + 12 Anchoring into concrete
- + 12.1 General
- 12.1.1 Material requirements
- 12.1.2 Prohibition of adhesive anchors
- + 12.2 Material selection
- 12.2.1 Fabricated anchor channels
- 12.2.2 Materials for anchor channels and post-i...
- 12.2.3 Testing requirements when subject to sei...
- 12.2.4 Material specifications
- 12.2.5 Inspection and verification of materials...
- 12.2.6 Certification of materials
- + 12.3 Test requirements
- + 12.3.1 General
- 12.3.1.1 Testing of prototypes
- 12.3.1.2 Testing for each bolt diameter
- 12.3.1.3 Test medium requirements
- 12.3.1.4 Re-testing requirements upon changes i...
- + 12.3.2 Static tensile test
- 12.3.2.1 Test methods
- 12.3.2.2 Documentation of static tensile test i...
- + 12.3.3 Static shear test
- 12.3.3.1 Test methods
- 12.3.3.2 Documentation of static shear test inf...
- 12.3.4 Seismic qualification tests
- 12.3.5 Reliability testing for post-installed m...
- + 12.4 Test reports
- 12.4.1 Preparation of test reports
- 12.4.2 Content of test reports
- + Annex A (informative)
- A.1 General
- A.2 Apparatus
- A.3 Calibration
- A.4 Test procedure
- Figure A.1
- + Annex B (informative)
- B.1 General
- B.2 Apparatus
- B.3 Test specimen
- B.4 Test procedure
- + Annex C (informative)
- C.1 Test method for anchor channels and post-in...
- + C.2 Alternative test method for seismic qualifi...
- + C.2.1 Tension test
- C.2.1.1 Cyclic tension loading and static tensi...
- C.2.1.2 Test bolt material requirements
- C.2.1.3 Bearing support location of test equipm...
- C.2.1.4 Seismic qualification for tension
- + C.2.2 Shear test requirements
- C.2.2.1 Cyclic shear loading, static tension te...
- C.2.2.2 Test bolt material specification
- C.2.2.3 Requirements for holes in base plate
- C.2.2.4 Seismic qualification for shear
- C.3 Accredited laboratories
- Figure C.1
- Figure C.2
1.1
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 (pre-stressed and non-pre-stressed);
c) steel (e.g., liner, 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
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 as agreed to by the AHJ.
1.3
This Standard is used in concert with the other N287 Series of Standards as applicable.
1.4
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
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.
You may comment on any section of this document by clicking the “Submit Comment” link at the bottom of the relevant section.