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eLibrary >
ASME Boiler and Pressure Vessel Code (BPVC), Section III-Rules for Construction of Nuclear Facility Components-Division 2-Code for Concrete Containments >
ASME Boiler and Pressure Vessel Code (BPVC), Section III-Rules for Construction of Nuclear Facility Components-Division 2-Code for Concrete Containments, 2013
- Table of Contents
- List of Sections [Go to Page]
- INTERPRETATIONS
- CODE CASES
- Foreword
- Statement of Policy on the Use of the Certification Mark and Code Authorization in Advertising
- Statement of Policy on the Use of ASME Marking to Identify Manufactured Items
- Submittal of Technical Inquiries to the Boiler and Pressure Vessel Standards Committees [Go to Page]
- 1 Introduction
- 2 Inquiry Format
- 3 Code Revisions or Additions
- 4 Code Cases
- 5 Code Interpretations
- 6 Submittals
- Personnel
- The American Concrete Institute [Go to Page]
- ACI — Technical Activities Committee
- ACI — Standards Board
- ACI — Technical and Educational Committees
- Introduction to Section III, Division 2
- Organization of Section III [Go to Page]
- 1 General
- 2 Subsections
- 3 Articles
- 4 Subarticles
- 5 Subsubarticles
- 6 Paragraphs
- 7 Subparagraphs
- 8 Subsubparagraphs
- 9 References
- Summary of Changes
- List of Changes in Record Number Order
- Cross-Referencing and Stylistic Changes in the Boiler and Pressure Vessel Code [Go to Page]
- Subparagraph Breakdowns/Nested Lists Hierarchy
- Footnotes
- Submittal of Technical Inquiries to the Boiler and Pressure Vessel Standards Committees
- Cross-References
- Subsection CC Concrete Containments (Prestressed or Reinforced) [Go to Page]
- Article CC-1000 Introduction [Go to Page]
- CC-1100 Scope and General Requirements [Go to Page]
- CC-1110 Scope
- CC-1120 General Requirements
- CC-1130 Rules for Concrete Containments
- CC-1140 Boundaries of Jurisdiction
- Article CC-2000 Material [Go to Page]
- CC-2100 General Requirements for Material [Go to Page]
- CC-2110 Scope
- CC-2120 Pressure Retaining and Load Bearing Material
- CC-2130 Certification of Material
- CC-2140 Deterioration of Material and Coatings During Service
- CC-2150 Heat Treatment to Enhance Mechanical Properties of Metallic Material
- CC-2160 Dimensional Standards
- CC-2200 Concrete and Concrete Constituents [Go to Page]
- CC-2210 Introduction
- CC-2220 Concrete Constituents
- CC-2230 Concrete Mix Design
- CC-2240 Cementitious Grout
- CC-2250 Marking and Identification of Concrete Constituents
- CC-2300 Material for Reinforcing Systems [Go to Page]
- CC-2310 Introduction
- CC-2320 Material Identification
- CC-2330 Special Material Testing
- CC-2400 Material for Prestressing Systems [Go to Page]
- CC-2410 Introduction
- CC-2420 Prestressing Steel
- CC-2430 Anchorage Components
- CC-2440 Nonload‐Carrying and Accessory Materials
- CC-2450 Performance Requirements
- CC-2460 Performance Tests
- CC-2470 Marking and Identification of Prestressing Material
- CC-2500 Material for Liners [Go to Page]
- CC-2510 Permitted Material Specifications
- CC-2520 Fracture Toughness Requirements for Materials
- CC-2530 Examination and Repair of Liner Material
- CC-2540 Material Identification
- CC-2600 Welding Material [Go to Page]
- CC-2610 Welding Material Requirements
- CC-2620 Stud Welding Material
- CC-2630 Identification of Welding Material
- CC-2700 Material for Embedment Anchors [Go to Page]
- CC-2710 Introduction
- CC-2720 Fracture Toughness Requirements for Embedment Anchor Materials
- CC-2730 Examination and Repair of Embedment Anchor Material
- CC-2740 Marking of Embedment Anchor Material
- CC-2800 Material Manufacturer’s Quality System Programs [Go to Page]
- CC-2810 Documentation and Maintenance of Quality System Programs
- Article CC-3000 Design [Go to Page]
- CC-3100 General Design [Go to Page]
- CC-3110 Concrete Containment
- CC-3120 Metallic Liner
- CC-3130 Definition of Terms
- CC-3140 Tolerances
- CC-3200 Load Criteria [Go to Page]
- CC-3210 General
- CC-3220 Load Categories
- CC-3230 Load Combinations
- CC-3240 Load Definitions
- CC-3300 Containment Design Analysis Procedures [Go to Page]
- CC-3310 General
- CC-3320 Shells
- CC-3330 Base Mat, Frames, Box‐Type Structures, and Assemblies of Slabs
- CC-3340 Penetrations and Openings
- CC-3400 Concrete Containment Structure Design Allowables [Go to Page]
- CC-3410 General
- CC-3420 Allowable Stress for Factored Loads
- CC-3430 Allowable Stresses for Service Loads
- CC-3440 Concrete Temperatures
- CC-3500 Containment Design Details [Go to Page]
- CC-3510 Design for Flexure and Axial Loads
- CC-3520 Design of Shear Reinforcement
- CC-3530 Reinforcing Steel Requirements
- CC-3540 Prestressed Concrete
- CC-3550 Separation of Structures
- CC-3560 Foundation Requirements
- CC-3570 Containment External Anchors
- CC-3600 Liner Design Analysis Procedures [Go to Page]
- CC-3610 General
- CC-3620 Liner
- CC-3630 Liner Anchors
- CC-3640 Penetration Assemblies
- CC-3650 Brackets and Attachments
- CC-3700 Liner Design [Go to Page]
- CC-3710 General
- CC-3720 Liner
- CC-3730 Liner Anchors
- CC-3740 Penetration Assemblies
- CC-3750 Brackets and Attachments
- CC-3760 Fatigue
- CC-3800 Liner Design Details [Go to Page]
- CC-3810 Liner Anchors
- CC-3820 Penetration Liners
- CC-3830 Transitions from Concrete to Steel
- CC-3840 Welded Construction
- CC-3900 Design Criteria for Impulse Loadings and Missile Impact [Go to Page]
- CC-3910 General
- CC-3920 Design Allowables
- CC-3930 Design Assumptions
- Article CC-4000 Fabrication and Construction [Go to Page]
- CC-4100 General Requirements [Go to Page]
- CC-4110 Introduction
- CC-4120 Certification of Material and Fabrication or Construction by Component Fabricator or Constructor
- CC-4200 Concrete [Go to Page]
- CC-4210 General
- CC-4220 Storing, Batching, Mixing, and Placing
- CC-4230 Preplaced Aggregate Concrete
- CC-4240 Curing
- CC-4250 Formwork and Construction Joints
- CC-4260 Cold and Hot Weather Conditions
- CC-4270 Repairs to Concrete
- CC-4280 Cement Grout for Grouted Tendon Systems
- CC-4300 Fabrication of Reinforcing Systems [Go to Page]
- CC-4310 General
- CC-4320 Bending of Reinforcing Bar
- CC-4330 Splicing of Reinforcing Bars
- CC-4340 Placing Reinforcement
- CC-4350 Spacing of Reinforcement
- CC-4360 Surface Condition
- CC-4400 Fabrication and Installation of Prestressing Systems [Go to Page]
- CC-4410 General
- CC-4420 Receiving, Storing, and Handling of Material
- CC-4430 Tendon Fabrication
- CC-4440 Tendon Identification
- CC-4450 Tendon Installation
- CC-4460 Post‐Tensioning
- CC-4470 Permanent Corrosion Protection
- CC-4500 Fabrication of Liners [Go to Page]
- CC-4510 General Requirements
- CC-4520 Forming, Fitting, and Aligning
- CC-4530 Welding Qualifications
- CC-4540 Rules Governing Making, Examining, and Repairing Welds
- CC-4550 Heat Treatment
- CC-4560 Protection of Attachments
- CC-4600 Fabrication of Embedment Anchors [Go to Page]
- CC-4610 General Requirements
- CC-4620 Forming, Fitting, and Aligning
- CC-4630 Welding Qualifications
- CC-4640 Rules Governing Making, Examining, and Repairing Welds
- CC-4650 Heat Treatment
- CC-4660 Bolted Construction
- Article CC-5000 Construction Testing and Examination [Go to Page]
- CC-5100 General Requirements for Examination [Go to Page]
- CC-5110 Procedures, Qualification, and Evaluations
- CC-5120 Qualification and Certification of Nondestructive Examination Personnel
- CC-5130 Qualification of Concrete Inspection and Testing Personnel
- CC-5140 Records
- CC-5200 Concrete Examination [Go to Page]
- CC-5210 General
- CC-5220 Concrete Constituents
- CC-5230 Concrete
- CC-5240 Cement Grout for Grouted Tendon Systems
- CC-5300 Examination of Reinforcing Systems [Go to Page]
- CC-5310 General
- CC-5320 Examination of Mechanical Splices
- CC-5340 Examination of Bends
- CC-5400 Examination of Prestressing Systems [Go to Page]
- CC-5410 General
- CC-5420 Required Examination
- CC-5500 Examination of Welds [Go to Page]
- CC-5510 General
- CC-5520 Required Examination of Welds
- CC-5530 Examination Procedures
- CC-5540 Acceptance Standards
- Article CC-6000 Structural Integrity Test of Concrete Containments [Go to Page]
- CC-6100 General Requirements [Go to Page]
- CC-6110 Introduction
- CC-6120 Test and Instrument Plan
- CC-6130 Testing of Division 1 Parts, Appurtenances, and Components
- CC-6140 Pretest Conditions
- CC-6150 Classification of Structure
- CC-6160 Structural Response Predictions
- CC-6200 Test Procedure [Go to Page]
- CC-6210 Pretest Examination
- CC-6220 Instrumentation
- CC-6230 Pretest of Instrumentation
- CC-6300 Structural Test Requirements [Go to Page]
- CC-6310 Introduction
- CC-6320 Pressurization
- CC-6330 Temperature
- CC-6340 Data Required
- CC-6350 Surface Cracking
- CC-6360 Displacement Measurements
- CC-6370 Strain Measurements
- CC-6380 Temperature Measurements
- CC-6390 Post‐Test Examination
- CC-6400 Evaluation of Test Results [Go to Page]
- CC-6410 Acceptance Criteria
- CC-6420 Surface Cracks
- CC-6430 Retest
- CC-6440 Strains
- CC-6500 Analysis of Data and Preparation of Report [Go to Page]
- CC-6510 Resolution of Test Data
- CC-6520 Presentation of Data
- CC-6530 Minimum Report Requirements
- Article CC-7000 Overpressure Protection
- Article CC-8000 Nameplates, Stamping with Certification Mark, and Reports [Go to Page]
- CC-8100 General Requirements
- Mandatory Appendices [Go to Page]
- Mandatory Appendix D2-I Tables of Prestressing and Liner Material
- Mandatory Appendix D2-II Glossary of Terms and Nomenclature [Go to Page]
- Article D2-II-1000 Terms
- Article D2-II-2000 Nomenclature
- Mandatory Appendix D2-III Approval of New Material [Go to Page]
- Article D2-III-1000 Procedure for Obtaining Approval for New Material [Go to Page]
- D2-III-1100 Code Policy
- D2-III-1200 Data Required to be Submitted with Requests for Approval
- D2-III-1300 Proprietary Material
- D2-III-1400 Code Case
- Mandatory Appendix D2-IV Rounded Indications
- Mandatory Appendix D2-V Qualifications of Concrete Inspection Personnel [Go to Page]
- Article D2-V-1000 Introduction [Go to Page]
- D2-V-1100 Scope
- D2-V-1200 Responsibility
- Article D2-V-2000 General Requirements [Go to Page]
- D2-V-2100 Planning
- D2-V-2200 Certification
- Article D2-V-3000 Qualifications [Go to Page]
- D2-V-3100 General Requirements
- D2-V-3200 Qualification of Concrete Inspection and Testing Personnel
- Article D2-V-4000 Performance [Go to Page]
- D2-V-4100 Concrete Inspection and Testing Functions
- D2-V-4200 Concrete Inspection and Testing Functions
- Article D2-V-5000 Review of Qualifications [Go to Page]
- D2-V-5100 Records of Qualifications
- D2-V-5200 Certification of Concrete Inspection Personnel
- Mandatory Appendix D2-VI Leak Testing by Vacuum Box Technique [Go to Page]
- Article D2-VI-1000 Introduction [Go to Page]
- D2-VI-1100 Scope
- Article D2-VI-2000 Vacuum Box Testing of Welds [Go to Page]
- D2-VI-2100 Scope
- D2-VI-2200 Application
- D2-VI-2300 Procedure
- D2-VI-2400 Evaluation
- D2-VI-2500 Procedure Requirements
- D2-VI-2600 Records
- Mandatory Appendix D2-VII
- Mandatory Appendix D2-VIII Qualifications for Arc Welding Reinforcing Bars [Go to Page]
- D2-VIII-1000 Introduction [Go to Page]
- D2-VIII-1100 Scope
- D2-VIII-1200 Application
- D2-VIII-1300 Qualifications, Records, and Identifying Stamps
- D2-VIII-1400 General Welding Requirements
- D2-VIII-1500 Procedure Qualification Requirements for Welding Procedures and Welders
- D2-VIII-1600 Examination of Welded Joints of Reinforcing Bar
- Nonmandatory Appendices [Go to Page]
- Nonmandatory Appendix D2-A Typical CRV Load Combinations (Optional) [Go to Page]
- Article D2-A-1000 Typical Load Combinations
- Nonmandatory Appendix D2-B Nonmandatory Preheat Procedures [Go to Page]
- Article D2-B-1000 Nonmandatory Preheat Procedures [Go to Page]
- D2-B-1100 Introduction
- D2-B-1200 Ferrous Material
- Nonmandatory Appendix D2-C Certification of Levels I and II Concrete Inspection Personnel [Go to Page]
- Article D2-C-1000 Introduction [Go to Page]
- D2-C-1100 Objective of Certification Program
- D2-C-1200 Organization
- D2-C-1300 Implementation
- Article D2-C-2000 Level I Concrete Inspection Technician [Go to Page]
- D2-C-2100 General
- D2-C-2200 Assignment and Description of Duties
- Article D2-C-3000 Level II Concrete Inspector [Go to Page]
- D2-C-3100 General
- D2-C-3200 Description of Duties
- Article D2-C-4000 Training [Go to Page]
- D2-C-4100 General
- D2-C-4200 Suggested Classroom Training Courses
- D2-C-4300 On‐The‐Job Training
- Article D2-C-5000 Evaluation [Go to Page]
- D2-C-5100 Evaluation
- D2-C-5200 Examination
- D2-C-5300 Scope of the Evaluation
- D2-C-5400 Typical Questions
- Nonmandatory Appendix D2-D Liner Dimensional Tolerances [Go to Page]
- Article D2-D-1000 Liner Dimensional Tolerances [Go to Page]
- D2-D-1100 Scope
- D2-D-1200 Cylindrical Liners
- D2-D-1300 Dome Liners
- Nonmandatory Appendix D2-E Certified Material Test Reports for Liner Materials [Go to Page]
- Article D2-E-1000 Certified Material Test Reports for Liner Materials [Go to Page]
- D2-E-1100 Introduction
- D2-E-1200 General Required Information
- D2-E-1300 Information Required Under Specific Circumstances
- D2-E-1400 Execution
- Nonmandatory Appendix D2-F Reinforcement Fabrication and Placing Tolerances [Go to Page]
- Article D2-F-1000 Reinforcement Fabrication and Placing Tolerances [Go to Page]
- D2-F-1100 Scope
- D2-F-1200 Fabrication Tolerances
- D2-F-1300 Placing Tolerances
- Endnotes
- Figures [Go to Page]
- CC-2462-1 Manufacturer’s Record of Tendon Performance Qualification Tests
- CC-2465-1 Record of Mechanical Test Results Obtained From Tendon Performance Qualification Tests
- CC-2521.1-1 Determination of Permissible Lowest Service Metal Temperature
- CC-2521.1-1M Determination of Permissible Lowest Service Metal Temperature
- CC-2613.3.1-1 Delta Ferrite Content
- CC-2620-1 Dimensions and Tolerances of Standard Studs
- CC-2620-2 Typical Tensile Test Fixture
- CC-2620-3 Bend Testing Device
- CC-2620-4 Typical Device for Bend Testing of Small Studs
- CC-3421-1 Allowable Compression Stresses for Factored Loads
- CC-3431-1 Allowable Compression Stresses for Service Loads
- CC-3831-1 Illustration of Welded Joint Locations Typical of All Categories
- CC-3840-1 Tapered Transition Sections
- CC-4323-1 Allowable Bend Configuration
- CC-4534-1 Typical Torque Testing Device
- CC-4542.2-1 Typical Category D Joints for Nozzle Diameters Over NPS 3 (DN 80)
- CC-4542.2-2 Typical Category D Joints for Nozzle Diameters NPS 3 (DN 80) and Less
- CC-4542.2-3 Typical Category E Joints
- CC-4542.2-4 Typical Category F Joints
- CC-4542.2-5 Typical Category G Joints
- CC-4542.2-6 Typical Category H Joints
- CC-4542.2-7 Typical Category J Joints
- CC-4542.9-1 Fillet and Socket Weld Dimensions
- CC-4543.6-1 Weld Joint Producing Through‐Thickness Loading
- CC-4543.6-2 Special Deposition Technique for Weld Joint Producing Through‐Thickness Loading (Typical)
- D2-VIII-1420-1 Typical Direct Butt Splices
- D2-D-1230-1 Measurements of Local Dimensions Per D2-F-1230
- D2-D-1320-1 Measurement Points Per D2-F-1320
- D2-D-1330-1 Measurement Points Per D2-F-1330
- D2-F-1220-1 Standard Fabricating Tolerances for Bar Sizes #3 (10 mm) Through #11 (35 mm)
- D2-F-1230-1 Standard Fabricating Tolerances for Bar Sizes #14 (43 mm) and #18 (57 mm)
- D2-F-1320-1 Location of Reinforcement
- Tables [Go to Page]
- CC-2231-1 Concrete Properties
- CC-2231.7.1-1 Exposure Categories and Classes
- CC-2231.7.2-1 Requirements for Concrete by Exposure Class
- CC-2231.7.3-1 Requirements for Concrete Subject to Exposure Class F3
- CC-2231.7.4-1 Requirements for Establishing Suitability of Cementitious Materials Combinations Exposed to Water-Soluble Sulfate
- CC-2231.7.5-1 Concrete Air Content for Various Sizes of Coarse Aggregates
- CC-2233.1.2-1 Modification Factor for Standard Deviation When Less Than 30 Tests Are Available
- CC-2233.2.1-1 Required Average Compressive Strength When Data are Available to Establish a Sample Standard Deviation
- CC-2233.2.2-1 Required Average Compressive Strength When Data Are Not Available to Establish a Standard Deviation
- CC-2442-1 Analysis Limits of Permanent Coating Material for CRV Prestressing
- CC-2521.1-1 Exemptions From Impact Testing Under CC-2521.1(h)
- CC-2524.2-1 Required Cv Lateral Expansion Values for Liner Material Other Than Bolting
- CC-2524.2-2 Required Cv Energy Values for Liner Material Other Than Bolting
- CC-2524.3(a)-1 Required Cv Values for Bolting Material Tested in Accordance With CC-2524.3(a)
- CC-2524.3(b)-1 Required Cv Values for Bolting Material Tested in Accordance With CC-2524.3(b) and CC-2524.4
- CC-2524.4-1 Required Cv Energy Values for Liner Material for the Overpressure Test
- CC-2613.1-1 Sampling of Welding Materials for Chemical Analysis
- CC-2613.2-1 Welding Material Chemical Analysis
- CC-2623.2-1 Strength Requirements for Studs
- CC-3136.6-1 Classification of Forces in Concrete Containments for Steel Reinforcing and Concrete Allowable Stresses
- CC-3230-1 Load Combinations and Load Factors
- CC-3720-1 Liner Plate Allowables
- CC-3730-1 Liner Anchor Allowables
- CC-4322-1 Minimum Diameter of Bend
- CC-4333-1 Tensile Requirements for Mechanical Reinforcing Bar Splices and Welded Joints
- CC-4523-1 Maximum Allowable Offset in Final Welded Joints
- CC-4534-1 Required Torque for Testing Studs
- CC-4542.8.1-1 Maximum Thicknesses Permitted
- CC-4552-1 Mandatory Requirements for Postweld Heat Treatment (PWHT) of Welds
- CC-4552-2 Exemptions to Mandatory PWHT
- CC-4552-3 Alternative PWHT Temperatures
- CC-5200-1 Minimum Testing Frequencies for Concrete Constituents and Concrete
- D2-I-1.2 Material for Containment Prestressing Systems
- D2-I-2.2 Material for Containment Liners
- D2-I-2.3 Material for Embedment Anchors
- D2-V-4100-1 Minimum Levels of Capability for Functions
- D2-VIII-1410-1 Filler Metal Requirements
- D2-VIII-1430-1 Minimum Preheat and Interpass Requirements
- D2-VIII-1620-1 Radiograph Acceptance Criteria [Go to Page]
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