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ASME BPVC III 2 2021

ASME BPVC III 2 2021

$290.00

ASME BPVC – III – 2 -2021 BPVC Section III, Rules for Construction of Nuclear Facility Components, Division 2, Code for Concrete Containments

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ASME 2021
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This Division contains requirements for the material, design, construction, fabrication, testing, examination, and overpressure protection of concrete containment structures, pre-stressed or reinforced. These requirements are applicable only to those components that are designed to provide a pressure retaining or containing barrier. They are not applicable to other support structures, except as they directly affect the components of the systems. This Section contains appendices, both mandatory and nonmandatory, for Division 2 construction. Careful application of this Section will help users to comply with applicable regulations within their jurisdictions, while achieving the operational, cost and safety benefits to be gained from the many industry best-practices detailed within these volumes.

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PDF Pages PDF Title
5 TABLE OF CONTENTS
11 LIST OF SECTIONS
12 INTERPRETATIONS
CODE CASES
13 FOREWORD
15 STATEMENT OF POLICY ON THE USE OF THE ASME SINGLE CERTIFICATION MARK AND CODE AUTHORIZATION IN ADVERTISING
STATEMENT OF POLICY ON THE USE OF ASME MARKING TO IDENTIFY MANUFACTURED ITEMS
16 SUBMITTAL OF TECHNICAL INQUIRIES TO THE BOILER AND PRESSURE VESSEL STANDARDS COMMITTEES
19 PERSONNEL
40 THE AMERICAN CONCRETE INSTITUTE
41 INTRODUCTION TO SECTION III, DIVISION 2
42 ORGANIZATION OF SECTION III
1 GENERAL
43 2 SUBSECTIONS
3 ARTICLES
4 SUBARTICLES
5 SUBSUBARTICLES
6 PARAGRAPHS
7 SUBPARAGRAPHS
8 SUBSUBPARAGRAPHS
44 9 REFERENCES
46 SUMMARY OF CHANGES
48 LIST OF CHANGES IN RECORD NUMBER ORDER
49 CROSS-REFERENCING AND STYLISTIC CHANGES IN THE BOILER AND PRESSURE VESSEL CODE
51 Subsection CC Concrete Containments (Prestressed or Reinforced)
Article CC-1000 Introduction
CC-1100 Scope and General Requirements
CC-1110 Scope
CC-1120 General Requirements
CC-1130 Rules for Concrete Containments
CC-1140 Boundaries of Jurisdiction
52 Article CC-2000 Material
CC-2100 General Requirements for Material
CC-2110 Scope
CC-2120 Pressure-Retaining and Load-Bearing Material
53 CC-2130 Certification of Material
54 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
CC-2210 Introduction
55 CC-2220 Concrete Constituents
Tables
Table CC-2222.1-1 Required Limits of Alkali-Silica Reactive Materials in Concrete Aggregates
56 CC-2230 Concrete Mixture Properties
Table CC-2231.3-1 Required Minimum Levels of Cementitious Materials
57 Table CC-2231-1 Concrete Properties
58 Table CC-2231.7.1-1 Exposure Categories and Classes
59 Table CC-2231.7.2-1 Requirements for Concrete by Exposure Class
60 Table CC-2231.7.3-1 Limits on Cementitious Materials for Concrete Assigned to Exposure Class F3
Table CC-2231.7.4-1 Requirements for Establishing Suitability of Cementitious Materials Combinations Exposed to Water-Soluble Sulfate
Table CC-2231.7.5-1 Total Air Content for Concrete Exposed to Cycles of Freezing and Thawing
61 Table CC-2233.1.2-1 Modification Factor for Standard Deviation When Less Than 30 Tests Are Available
Table CC-2233.2.1-1 Required Average Compressive Strength When Data Are Available to Establish a Sample Standard Deviation
Table CC-2233.2.2-1 Required Average Compressive Strength When Data Are Not Available to Establish a Standard Deviation
62 CC-2240 Cementitious Grout
64 Table CC-2243.3.2-1 Schupack Pressure Bleed Test Limits
65 CC-2250 Marking and Identification of Concrete Constituents
CC-2300 Material for Reinforcing Systems
CC-2310 Introduction
CC-2320 Material Identification
CC-2330 Special Material Testing
Figures
Figure CC-2310-1 Maximum Dimensions of Obstruction or Interruptions of Bar Deformations and Nonplanar Features of the Bearing Face
66 CC-2400 Material for Prestressing Systems
CC-2410 Introduction
CC-2420 Prestressing Steel
CC-2430 Component Standards
69 CC-2440 Component Qualification Tests and Performance Requirements
Table CC-2438.4.2-1 Analysis Limits of Permanent Coating Material for CRV Prestressing
71 CC-2450 System Approval Testing
72 CC-2460 Performance Tests
Figure CC-2462-1 Manufacturerā€™s Record of Tendon Performance Qualification Tests
73 Figure CC-2465-1 Record of Mechanical Test Results Obtained From Tendon Performance Qualification Tests
74 CC-2470 Marking and Identification of Prestressing Material
CC-2500 Material for Liners
CC-2510 Permitted Material Specifications
CC-2520 Fracture Toughness Requirements for Materials
75 Table CC-2521.1-1 Exemptions From Impact Testing Under CC-2521.1(h)
76 Figure CC-2521.1-1 Determination of Permissible Lowest Service Metal Temperature
77 Figure CC-2521.1-1M Determination of Permissible Lowest Service Metal Temperature
78 Table CC-2524.2-1 Required Cv Lateral Expansion Values for Liner Material Other Than Bolting
Table CC-2524.2-2 Required Cv Energy Values for Liner Material Other Than Bolting
79 Table CC-2524.3(a)-1 Required Cv Values for Bolting Material Tested in Accordance With CC-2524.3(a)
Table CC-2524.3(b)-1 Required Cv Values for Bolting Material Tested in Accordance With CC-2524.3(b) and CC-2524.4
Table CC-2524.4-1 Required Cv Energy Values for Liner Material for the Overpressure Test
81 CC-2530 Examination and Repair of Liner Material
87 CC-2540 Material Identification
CC-2600 Welding Material
CC-2610 Welding Material Requirements
89 Table CC-2613.1-1 Sampling of Welding Materials for Chemical Analysis
90 CC-2620 Stud Welding Material
Table CC-2613.2-1 Welding Material Chemical Analysis
91 Figure CC-2613.3.1-1 Delta Ferrite Content
92 Figure CC-2620-1 Dimensions and Tolerances of Standard Studs
93 CC-2630 Identification of Welding Material
CC-2700 Material for Embedment Anchors
CC-2710 Introduction
Figure CC-2620-2 Typical Tensile Test Fixture
94 Figure CC-2620-3 Bend Testing Device
Figure CC-2620-4 Typical Device for Bend Testing of Small Studs
95 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
Table CC-2623.2-1 Strength Requirements for Studs
96 CC-2800 Material Organizationā€™s Quality System Programs
CC-2810 Documentation and Maintenance of Quality System Programs
97 Article CC-3000 Design
CC-3100 General Design
CC-3110 Concrete Containment
CC-3120 Metallic Liner
CC-3130 Definition of Terms
98 CC-3140 Tolerances
CC-3200 Load Criteria
CC-3210 General
CC-3220 Load Categories
99 Table CC-3136.6-1 Classification of Forces in Concrete Containments for Steel Reinforcing and Concrete Allowable Stresses
100 CC-3230 Load Combinations
CC-3240 Load Definitions
CC-3300 Containment Design Analysis Procedures
CC-3310 General
101 CC-3320 Shells
Table CC-3230-1 Load Combinations and Load Factors
102 CC-3330 Base Mat, Frames, Boxā€Type Structures, and Assemblies of Slabs
CC-3340 Penetrations and Openings
CC-3400 Concrete Containment Structure Design Allowables
CC-3410 General
CC-3420 Allowable Stress for Factored Loads
Figure CC-3421-1 Allowable Compression Stresses for Factored Loads
108 CC-3430 Allowable Stresses for Service Loads
109 Figure CC-3431-1 Allowable Compression Stresses for Service Loads
110 CC-3440 Concrete Temperatures
CC-3500 Containment Design Details
CC-3510 Design for Flexure and Axial Loads
111 CC-3520 Design of Shear Reinforcement
114 CC-3530 Reinforcing Steel Requirements
118 CC-3540 Prestressed Concrete
119 CC-3550 Separation of Structures
CC-3560 Foundation Requirements
120 CC-3570 Containment External Anchors
CC-3600 Liner Design Analysis Procedures
CC-3610 General
CC-3620 Liner
CC-3630 Liner Anchors
CC-3640 Penetration Assemblies
CC-3650 Brackets and Attachments
CC-3700 Liner Design
CC-3710 General
CC-3720 Liner
121 CC-3730 Liner Anchors
CC-3740 Penetration Assemblies
CC-3750 Brackets and Attachments
CC-3760 Fatigue
CC-3800 Liner Design Details
CC-3810 Liner Anchors
Table CC-3720-1 Liner Plate Allowables
Table CC-3730-1 Liner Anchor Allowables
122 CC-3820 Penetration Liners
CC-3830 Transitions from Concrete to Steel
CC-3840 Welded Construction
123 Figure CC-3831-1 Illustration of Welded Joint Locations Typical of All Categories
124 CC-3900 Design Criteria for Impulse Loadings and Missile Impact
CC-3910 General
CC-3920 Design Allowables
125 CC-3930 Design Assumptions
Figure CC-3840-1 Tapered Transition Sections
126 Article CC-4000 Fabrication and Construction
CC-4100 General Requirements
CC-4110 Introduction
CC-4120 Certification of Material and Fabrication or Construction by Component Fabricator or Constructor
127 CC-4200 Concrete
CC-4210 General
CC-4220 Storing, Batching, Mixing, and Placing
128 CC-4230 Preplaced Aggregate Concrete
CC-4240 Curing
CC-4250 Formwork and Construction Joints
129 CC-4260 Cold and Hot Weather Conditions
CC-4270 Repairs to Concrete
CC-4280 Grout for Grouted Tendon Systems
130 CC-4300 Fabrication of Reinforcing Systems
CC-4310 General
CC-4320 Bending of Reinforcing Bar
Table CC-4322-1 Minimum Diameter of Bend
131 CC-4330 Splicing of Reinforcing Bars and Anchoring of Mechanically Headed Deformed Bars
Figure CC-4323-1 Allowable Bend Configuration
133 Table CC-4333.2.3-1 Total Slip Acceptance Criteria for Mechanical Reinforcing Bar Splices
135 Table CC-4333-1 Tensile Requirements for Mechanical Reinforcing Bar Splices, Mechanically Headed Deformed Bars, and Welded Joints
136 CC-4340 Placing Reinforcement
CC-4350 Spacing of Reinforcement
CC-4360 Surface Condition
137 CC-4400 Fabrication and Installation of Prestressing Systems
CC-4410 General
CC-4420 Receiving, Storing, and Handling of Material
CC-4430 Tendon Fabrication
138 CC-4440 Tendon Identification
CC-4450 Tendon Installation
CC-4460 Postā€Tensioning
Table CC-4462-1 Permissible Intervals Between Prestressing Steel Installation and Grouting Without Use of Corrosion Protection
139 CC-4470 Record of Stressing Operations
CC-4480 Protection of Post-Tensioning Anchorages and Prestressing Steel
140 CC-4500 Fabrication of Liners
CC-4510 General Requirements
CC-4520 Forming, Fitting, and Aligning
142 CC-4530 Welding Qualifications
Table CC-4523-1 Maximum Allowable Offset in Final Welded Joints
146 CC-4540 Rules Governing Making, Examining, and Repairing Welds
Figure CC-4534-1 Typical Torque Testing Device
Table CC-4534-1 Required Torque for Testing Studs
148 Figure CC-4542.2-1 Typical Category D Joints for Nozzle Diameters Over NPS 3 (DN 80)
150 Figure CC-4542.2-2 Typical Category D Joints for Nozzle Diameters NPS 3 (DN 80) and Less
152 Figure CC-4542.2-3 Typical Category E Joints
153 Figure CC-4542.2-4 Typical Category F Joints
Figure CC-4542.2-5 Typical Category G Joints
154 Figure CC-4542.2-6 Typical Category H Joints
155 CC-4550 Heat Treatment
Figure CC-4542.2-7 Typical Category J Joints
Table CC-4542.8.1-1 Maximum Thicknesses Permitted
156 Figure CC-4542.9-1 Fillet and Socket Weld Dimensions
158 Figure CC-4543.6-1 Weld Joint Producing Throughā€Thickness Loading
Figure CC-4543.6-2 Special Deposition Technique for Weld Joint Producing Throughā€Thickness Loading (Typical)
159 Table CC-4552-1 Mandatory Requirements for Postweld Heat Treatment (PWHT) of Welds
Table CC-4552-2 Exemptions to Mandatory PWHT
160 Table CC-4552-3 Alternative PWHT Temperatures
161 CC-4560 Protection of Attachments
CC-4600 Fabrication of Embedment Anchors
CC-4610 General Requirements
CC-4620 Forming, Fitting, and Aligning
162 CC-4630 Welding Qualifications
163 CC-4640 Rules Governing Making, Examining, and Repairing Welds
CC-4650 Heat Treatment
CC-4660 Bolted Construction
164 Article CC-5000 Construction Testing and Examination
CC-5100 General Requirements for Examination
CC-5110 Procedures, Qualification, and Evaluations
CC-5120 Qualification and Certification of Nondestructive Examination Personnel
165 CC-5130 Qualification of Concrete Inspection and Testing Personnel
166 CC-5140 Records
CC-5200 Concrete Examination
CC-5210 General
CC-5220 Concrete Constituents
167 Table CC-5200-1 Minimum Testing Frequencies for Concrete Constituents and Concrete
170 CC-5230 Concrete
172 CC-5240 Grout for Grouted Tendon Systems
CC-5300 Examination of Reinforcing Systems
CC-5310 General
CC-5320 Examination of Mechanical Splices and Mechanically Headed Deformed Bars
173 CC-5340 Examination of Bends
CC-5400 Examination of Prestressing Systems
CC-5410 General
CC-5420 Required Examination
174 CC-5500 Examination of Welds
CC-5510 General
CC-5520 Required Examination of Welds
175 CC-5530 Examination Procedures
176 CC-5540 Acceptance Standards
179 Article CC-6000 Structural Integrity Test of Concrete Containments
CC-6100 General Requirements
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
180 CC-6160 Structural Response Predictions
CC-6200 Test Procedure
CC-6210 Pretest Examination
CC-6220 Instrumentation
CC-6230 Pretest of Instrumentation
CC-6300 Structural Test Requirements
CC-6310 Introduction
181 CC-6320 Pressurization
CC-6330 Temperature
CC-6340 Data Required
CC-6350 Surface Cracking
CC-6360 Displacement Measurements
182 CC-6370 Strain Measurements
183 CC-6380 Temperature Measurements
CC-6390 Postā€Test Examination
CC-6400 Evaluation of Test Results
CC-6410 Acceptance Criteria
CC-6420 Surface Cracks
CC-6430 Retest
CC-6440 Strains
184 CC-6500 Analysis of Data and Preparation of Report
CC-6510 Resolution of Test Data
CC-6520 Presentation of Data
CC-6530 Minimum Report Requirements
185 Article CC-7000 Overpressure Protection
186 Article CC-8000 Nameplates, Stamping With Certification Mark, and Reports
CC-8100 General Requirements
187 Mandatory Appendix D2-I Tables of Prestressing and Liner Material
Table D2-I-1.2 Material for Containment Prestressing Systems
188 Table D2-I-2.2 Material for Containment Liners and Liner Attachments
190 Table D2-I-2.3 Material for Embedment Anchors
191 Mandatory Appendix D2-II Glossary of Terms and Nomenclature
Article D2-II-1000 Terms and Definitions
193 Article D2-II-2000 Nomenclature
195 Mandatory Appendix D2-III Approval of New Material
Article D2-III-1000 Procedure for Obtaining Approval for New Material
D2-III-1100 Code Policy
D2-III-1110 Material That Will Be Considered
D2-III-1200 Data Required to Be Submitted With Requests for Approval
D2-III-1210 Concrete Material
D2-III-1220 Reinforcing System Material
196 D2-III-1230 Prestressing System Material
D2-III-1240 Liner Material
D2-III-1300 Proprietary Material
D2-III-1310 Patents and Licenses
D2-III-1400 Code Case
198 Mandatory Appendix D2-IV Rounded Indications
199 Mandatory Appendix D2-V Qualifications of Concrete Inspection Personnel
Article D2-V-1000 Introduction
D2-V-1100 Scope
D2-V-1200 Responsibility
200 Article D2-V-2000 General Requirements
D2-V-2100 Planning
D2-V-2200 Certification
D2-V-2210 Training
D2-V-2220 Evaluation of Performance
D2-V-2230 Certification of Qualification
202 Article D2-V-3000 Qualifications
D2-V-3100 General Requirements
D2-V-3200 Qualification of Concrete Inspection and Testing Personnel
D2-V-3210 Qualifications
203 D2-V-3220 Physical Capabilities
D2-V-3230 Technical
204 Article D2-V-4000 Performance
D2-V-4100 Concrete Inspection and Testing Functions
D2-V-4200 Concrete Inspection and Testing Functions
D2-V-4210 Level I
D2-V-4220 Level II
D2-V-4230 Level III
Table D2-V-4100-1 Minimum Levels of Capability for Functions
206 Article D2-V-5000 Review of Qualifications
D2-V-5100 Records of Qualifications
D2-V-5200 Certification of Concrete Inspection Personnel
207 Mandatory Appendix D2-VI Leak Testing by Vacuum Box Technique
Article D2-VI-1000 Introduction
D2-VI-1100 Scope
208 Article D2-VI-2000 Vacuum Box Testing of Welds
D2-VI-2100 Scope
D2-VI-2200 Application
D2-VI-2300 Procedure
D2-VI-2310 Surface Preparation
D2-VI-2320 Drying After Cleaning
D2-VI-2330 Bubble-Forming Solution Application
D2-VI-2340 Solution Application Time
D2-VI-2350 Temperature of Surface Being Tested
D2-VI-2360 Application of Vacuum
209 D2-VI-2370 Visual Examination
D2-VI-2400 Evaluation
D2-VI-2500 Procedure Requirements
D2-VI-2600 Records
210 Mandatory Appendix D2-VIII Qualifications for Arc Welding Reinforcing Bars
Article D2-VIII-1000 Introduction
D2-VIII-1100 Scope
D2-VIII-1200 Application
D2-VIII-1300 Qualifications, Records, and Identifying Stamps
D2-VIII-1310 Required Qualifications
D2-VIII-1320 Maintenance and Certification of Records
D2-VIII-1330 Identification of Joints Welded by Welders and Welding Operators
D2-VIII-1340 Welding Prior to Qualification
D2-VIII-1350 Transferring Qualifications
D2-VIII-1400 General Welding Requirements
D2-VIII-1410 Welding Process and Material
211 D2-VIII-1420 Weld Joint Design
D2-VIII-1430 Carbon Equivalent Computation and Preheat and Interpass Requirements
Table D2-VIII-1410-1 Filler Metal Requirements
212 Figure D2-VIII-1420-1 Typical Direct Butt Splices
213 Table D2-VIII-1430-1 Minimum Preheat and Interpass Requirements
214 D2-VIII-1440 Workmanship
D2-VIII-1450 Technique
D2-VIII-1500 Procedure Qualification Requirements for Welding Procedures and Welders
D2-VIII-1510 General Requirements
D2-VIII-1520 Welding Procedure Specification Qualification
D2-VIII-1530 Weld Procedure Specification Weld Specimen Testing
D2-VIII-1540 Welder and Welding Operator Performance Qualification
215 D2-VIII-1550 Continuing Joint Performance Tests
D2-VIII-1560 Recording of Tensile Test Results
216 D2-VIII-1600 Examination of Welded Joints of Reinforcing Bar
D2-VIII-1610 Visual Examination
D2-VIII-1620 Radiographic Examination
Table D2-VIII-1620-1 Radiograph Acceptance Criteria
217 Nonmandatory Appendix D2-A Typical CRV Load Combinations (Optional)
Article D2-A-1000 Typical Load Combinations
218 Nonmandatory Appendix D2-B Nonmandatory Preheat Procedures
Article D2-B-1000 Nonmandatory Preheat Procedures
D2-B-1100 Introduction
D2-B-1110 Scope
D2-B-1120 Temperature Maintenance
D2-B-1200 Ferrous Material
D2-B-1210 Preheat Temperatures
219 Nonmandatory Appendix D2-C Certification of Levels I and II Concrete Inspection Personnel
Article D2-C-1000 Introduction
D2-C-1100 Objective of Certification Program
D2-C-1200 Organization
D2-C-1300 Implementation
220 Article D2-C-2000 Level I Concrete Inspection Technician
D2-C-2100 General
D2-C-2200 Assignment and Description of Duties
D2-C-2210 Descriptions of Duties
221 Article D2-C-3000 Level II Concrete Inspector
D2-C-3100 General
D2-C-3200 Description of Duties
D2-C-3210 Descriptions of Duties
222 Article D2-C-4000 Training
D2-C-4100 General
D2-C-4110 Classroom Training
D2-C-4200 Suggested Classroom Training Courses
D2-C-4210 Level I Reinforcing Material Technician (10 hr to 20 hr of Instruction)
D2-C-4220 Level I Concrete Material Technician (20 hr to 40 hr of Instruction)
223 D2-C-4230 Level II Batching and Placement Inspector (20 hr to 40 hr of Instruction)
D2-C-4240 Level II Preplacement Inspector (10 hr to 20 hr of Instruction)
224 D2-C-4250 Level II Prestressing Systems Inspector (20 hr to 40 hr of Instruction)
D2-C-4260 Level II Laboratory Tester (20 hr to 60 hr of Instruction)
225 D2-C-4300 Onā€theā€Job Training
226 Article D2-C-5000 Evaluation
D2-C-5100 Evaluation
D2-C-5200 Examination
D2-C-5210 General Questions
D2-C-5220 Specific Questions
D2-C-5230 Performance Demonstrations
D2-C-5300 Scope of the Evaluation
D2-C-5400 Typical Questions
D2-C-5410 General Questions
227 D2-C-5420 Specific Questions
D2-C-5430 Performance Demonstration
228 Nonmandatory Appendix D2-D Liner Dimensional Tolerances
Article D2-D-1000 Liner Dimensional Tolerances
D2-D-1100 Scope
D2-D-1200 Cylindrical Liners
D2-D-1210 General
D2-D-1220 Overall Dimensions
D2-D-1230 Local Dimensions
229 D2-D-1300 Dome Liners
D2-D-1310 General
D2-D-1320 Overall Dimensions
D2-D-1330 Local Dimensions
Figure D2-D-1230-1 Measurements of Local Dimensions per D2-F-1230
230 Figure D2-D-1320-1 Measurement Points per D2-F-1320
231 Figure D2-D-1330-1 Measurement Points per D2-F-1330
232 Nonmandatory Appendix D2-E Certified Material Test Reports for Liner Materials
Article D2-E-1000 Certified Material Test Reports for Liner Materials
D2-E-1100 Introduction
D2-E-1200 General Required Information
D2-E-1300 Information Required Under Specific Circumstances
233 D2-E-1400 Execution
234 Nonmandatory Appendix D2-F Reinforcement Fabrication and Placing Tolerances
Article D2-F-1000 Reinforcement Fabrication and Placing Tolerances
D2-F-1100 Scope
D2-F-1200 Fabrication Tolerances
D2-F-1210 General
D2-F-1220 Fabrication Tolerances for Bar Sizes No. 3 (10) Through No. 11 (36)
D2-F-1230 Fabrication Tolerances for Bar Sizes No. 14 (43) and No. 18 (57)
D2-F-1300 Placing Tolerances
D2-F-1310 General
D2-F-1320 Location of Reinforcement
D2-F-1330 Spacing
235 Figure D2-F-1220-1 Standard Fabricating Tolerances for Bar Sizes No. 3 (10) Through No. 11 (36)
238 Figure D2-F-1230-1 Standard Fabricating Tolerances for Bar Sizes No. 14 (43) and No. 18 (57)
240 Figure D2-F-1320-1 Location of Reinforcement

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