ASME BPVC III 2 2010
$290.00
ASME BPVC – III – 2 -2010 BPVC Section III, Rules for Construction of Nuclear Facility Components, Division 2, Code for Concrete Containments
Published By | Publication Date | Number of Pages |
ASME | 2010 | 220 |
None
PDF Catalog
PDF Pages | PDF Title |
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14 | FOREWORD |
16 | STATEMENT OF POLICY |
17 | PERSONNEL |
29 | THE AMERICAN CONCRETE INSTITUTE |
30 | INTRODUCTION TO SECTION III, DIVISION 2 |
31 | ORGANIZATION OF SECTION III |
33 | SUMMARY OF CHANGES |
35 | SUBSECTION CCCONCRETE CONTAINMENTS(PRESTRESSED ORREINFORCED) ARTICLE CC- 1000 INTRODUCTION CC- 1100 SCOPE AND GENERAL REQUIREMENTS CC-1110 SCOPE CC-1120 CC-1130 CC-1140 |
36 | ARTICLE CC- 2000 MATERIAL CC- 2100 GENERAL REQUIREMENTS FOR MATERIAL CC-2110 SCOPE CC-2120 PRESSURE RETAINING AND LOADBEARING MATERIAL |
37 | CC-2130 CERTIFICATION OF MATERIAL |
38 | CC-2140 DETERIORATION OF MATERIALAND COATINGS DURING SERVICE CC-2150 HEAT TREATMENT TO ENHANCEMECHANICAL PROPERTIES OFMETALLIC MATERIAL CC- 2200 CONCRETE AND CONCRETE CONSTITUENTS CC-2210 INTRODUCTION |
39 | CC-2220 CONCRETE CONSTITUENTS |
40 | CC-2230 CONCRETE MIX DESIGN |
43 | CC-2240 CEMENT GROUT |
45 | CC-2250 MARKING AND IDENTIFICATIONOF CONCRETE CONSTITUENTS |
46 | CC- 2300 MATERIAL FOR REINFORCING SYSTEMS CC-2310 INTRODUCTION CC-2320 MATERIAL IDENTIFICATION CC-2330 SPECIAL MATERIAL TESTING CC- 2400 MATERIAL FOR PRESTRESSING SYSTEMS CC-2410 INTRODUCTION CC-2420 PRESTRESSING STEEL |
47 | CC-2430 ANCHORAGE COMPONENTS |
48 | CC-2440 NONLOAD-CARRYING ANDACCESSORY MATERIALS |
49 | CC-2450 PERFORMANCE REQUIREMENTS TABLES TABLE CC-2442-1ANALYSIS LIMITS OF PERMANENT COATING MATERIAL FOR CRV PRESTRESSING |
50 | CC-2460 PERFORMANCE TESTS FIGURES FIG. CC-2462-1 MANUFACTURER’S RECORD OF TENDON PERFORMANCE QUALIFICATION TESTS |
51 | CC-2470 MARKING AND IDENTIFICATIONOF PRESTRESSING MATERIAL FIG. CC-2465-1 RECORD OF MECHANICAL TEST RESULTS OBTAINED FROMTENDON PERFORMANCE QUALIFICATION TESTS |
52 | CC- 2500 MATERIAL FOR LINERS CC-2510 PERMITTED MATERIALSPECIFICATIONS CC-2520 FRACTURE TOUGHNESSREQUIREMENTS FOR MATERIALS |
53 | TABLE CC-2521.1-1EXEMPTIONS FROM IMPACT TESTINGUNDER CC-2521.1(h |
54 | FIG. CC-2521.1-1 DETERMINATION OF PERMISSIBLE LOWEST SERVICE METAL TEMPERATURE |
55 | FIG. CC-2521.1-1M DETERMINATION OF PERMISSIBLE LOWEST SERVICE METAL TEMPERATURE |
56 | TABLE CC-2524.2-1REQUIRED Cv LATERAL EXPANSION VALUESFOR LINER MATERIAL OTHER THAN BOLTING |
57 | TABLE CC-2524.2-2REQUIRED Cv ENERGY VALUES FOR LINER MATERIAL OTHER THAN BOLTING TABLE CC-2524.3(a)-1REQUIRED Cv VALUES FOR BOLTING MATERIALTESTED IN ACCORDANCE WITH CC-2524.3(a) Cv VALUES FOR BOLTING MATERIALTESTED IN ACCORDANCE WITHCC-2524.3(b) AND CC-2524.4 TABLE CC-2524.4-1REQUIRED Cv ENERGY VALUES FOR LINERMATERIAL FOR THE OVERPRESSURE TEST |
59 | CC-2530 EXAMINATION AND REPAIR OFLINER MATERIAL |
63 | CC-2540 MATERIAL IDENTIFICATION CC- 2600 WELDING MATERIAL CC-2610 WELDING MATERIALREQUIREMENTS |
66 | TABLE CC-2613.1-1SAMPLING OF WELDING MATERIALS FORCHEMICAL ANALYSIS TABLE CC-2613.2-1WELDING MATERIAL CHEMICAL ANALYSIS |
67 | CC-2620 STUD WELDING MATERIAL |
68 | FIG. CC-2613.3.1-1 DELTA FERRITE CONTENT |
69 | FIG. CC-2620-1 DIMENSIONS AND TOLERANCES OFSTANDARD STUDS |
70 | FIG. CC-2620-2 TYPICAL TENSILE TEST FIXTURE FIG. CC-2620-3 BEND TESTING DEVICE |
71 | FIG. CC-2620-4 TYPICAL DEVICE FOR BEND TESTING OF SMALL STUDS |
72 | CC-2630 IDENTIFICATION OF WELDINGMATERIAL CC- 2700 MATERIAL FOR EMBEDMENT ANCHORS CC-2710 INTRODUCTION CC-2720 FRACTURE TOUGHNESSREQUIREMENTS FOR EMBEDMENTANCHOR MATERIALS CC-2630 IDENTIFICATION OF WELDINGMATERIAL TABLE CC-2623.2-1STRENGTH REQUIREMENTS FOR STUDS |
73 | CC-2740 MARKING OF EMBEDMENTANCHOR MATERIAL CC- 2800 MATERIAL MANUFACTURER’S QUALITY SYSTEM PROGRAMS CC-2810 DOCUMENTATION ANDMAINTENANCE OFQUALITY SYSTEM PROGRAMS |
74 | ARTICLE CC- 3000 DESIGN CC- 3100 GENERAL DESIGN CC-3110 CONCRETE CONTAINMENT CC-3120 METALLIC LINER CC-3130 DEFINITION OF TERMS |
75 | CC-3140 TOLERANCES CC- 3200 LOAD CRITERIA CC-3210 GENERAL CC-3220 LOAD CATEGORIES |
76 | TABLES TABLE CC-3136.6-1CLASSIFICATION OF FORCES IN CONCRETE CONTAINMENTS FOR STEEL REINFORCINGAND CONCRETE ALLOWABLE STRESSES |
77 | CC-3230 LOAD COMBINATIONS CC-3240 LOAD DEFINITIONS CC- 3300 CONTAINMENT DESIGN ANALYSIS PROCEDURES CC-3310 GENERAL |
78 | CC-3320 SHELLS TABLE CC-3230-1LOAD COMBINATIONS AND LOAD FACTORS |
79 | CC-3330 BASE MAT, FRAMES, BOX-TYPESTRUCTURES, AND ASSEMBLIES OFSLABS CC-3340 PENETRATIONS AND OPENINGS CC- 3400 CONCRETE CONTAINMENT STRUCTURE DESIGN ALLOWABLES CC-3410 GENERAL CC-3420 ALLOWABLE STRESS FORFACTORED LOADS |
80 | TABLE CC-3421-1ALLOWABLE COMPRESSION STRESSES FOR FACTORED LOADS |
85 | CC-3430 ALLOWABLE STRESSES FORSERVICE LOADS TABLE CC-3431-1ALLOWABLE COMPRESSION STRESSES FOR SERVICE LOADS |
86 | CC-3440 CONCRETE TEMPERATURES |
87 | CC- 3500 CONTAINMENT DESIGN DETAILS CC-3510 DESIGN FOR FLEXURE AND AXIALLOA CC-3520 DESIGN OF SHEARREINFORCEMENT |
89 | CC-3530 REINFORCING STEELREQUIREMENTS |
93 | CC-3540 PRESTRESSED CONCRETE |
94 | CC-3550 SEPARATION OF STRUCTURES CC-3560 FOUNDATION REQUIREMENTS CC-3570 CONTAINMENT EXTERNALANCHORS CC- 3600 LINER DESIGN ANALYSIS PROCEDURES CC-3610 GENERAL |
95 | 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 CC-3730 LINER ANCHORS CC-3740 PENETRATION ASSEMBLIES TABLE CC-3720-1LINER PLATE ALLOWABLES |
96 | CC-3750 BRACKETS AND ATTACHMENTS CC-3760 FATIGUE CC- 3800 LINER DESIGN DETAILS CC-3810 LINER ANCHORS TABLE CC-3730-1LINER ANCHOR ALLOWABLES |
97 | CC-3820 PENETRATION LINERS CC-3830 TRANSITIONS FROM CONCRETETO STEEL CC-3840 WELDED CONSTRUCTION |
98 | FIGURES FIG. CC-3831-1 ILLUSTRATION OF WELDED JOINT LOCATIONS TYPICAL OF ALL CATEGORIES |
99 | CC- 3900 DESIGN CRITERIA FOR IMPULSE LOADINGS AND MISSILE IMPACT CC-3910 GENERAL CC-3920 DESIGN ALLOWABLES FIG. CC-3840-1 TAPERED TRANSITION SECTIONS |
100 | CC-3930 DESIGN ASSUMPTIO |
101 | ARTICLE CC- 4000 FABRICATION AND CONSTRUCTION CC- 4100 GENERAL REQUIREMENTS CC-4110 INTRODUCTION CC-4120 CERTIFICATION OF MATERIALAND FABRICATION ORCONSTRUCTION BY COMPONENTFABRICATOR OR CONSTRUCTOR |
102 | CC- 4200 CONCRETE CC-4210 GENERAL CC-4220 STORING, BATCHING, MIXING, ANDPLACING |
103 | CC-4230 PREPLACED AGGREGATECONCRETE CC-4240 CURING CC-4250 FORMWORK AND CONSTRUCTIONJOINTS |
104 | CC-4260 COLD AND HOT WEATHERCONDITIONS CC-4270 REPAIRS TO CONCRETE CC-4280 CEMENT GROUT FOR GROUTEDTENDON SYSTEMS |
105 | CC- 4300 FABRICATION OF REINFORCING SYSTEMS CC-4310 GENERAL CC-4320 BENDING OF REINFORCING BAR FIGURES FIG. CC-4323-1 ALLOWABLE BEND CONFIGURATION TABLES TABLE CC-4322-1MINIMUM DIAMETER OF BEND |
106 | CC-4330 SPLICING OF REINFORCING BARS |
109 | CC-4340 PLACING REINFORCEMENT CC-4350 SPACING OF REINFORCEMENT TABLE CC-4333-1TENSILE REQUIREMENTS FOR MECHANICAL REINFORCING BAR SPLICES AND WELDED JOINTS |
110 | CC-4360 SURFACE CONDITION CC- 4400 FABRICATION AND INSTALLATION OF PRESTRESSING SYSTEMS CC-4410 GENERAL CC-4420 RECEIVING, STORING, ANDHANDLING OF MATERIAL CC-4430 TENDON FABRICATION CC-4440 TENDON IDENTIFICATION |
111 | CC-4450 TENDON INSTALLATION CC-4460 POST-TENSIONING CC-4470 PERMANENT CORROSIONPROTECTION |
112 | CC- 4500 FABRICATION OF LINERS CC-4510 GENERAL REQUIREMENTS CC-4520 FORMING, FITTING, AND ALIGNING |
114 | CC-4530 WELDING QUALIFICATIONS TABLE CC-4523-1MAXIMUM ALLOWABLE OFFSETIN FINAL WELDED JOINTS |
118 | FIG. CC-4534-1 TYPICAL TORQUE TESTING DEVICE TABLE CC-4534-1REQUIRED TORQUE FOR TESTING STUDS |
119 | CC-4540 RULES GOVERNING MAKING,EXAMINING, AND REPAIRINGWELDS |
120 | FIG. CC-4542.2-1 TYPICAL CATEGORY D JOINTS FOR NOZZLE DIAMETERS OVER NPS 3 (DN 80) |
122 | FIG. CC-4542.2-2 TYPICAL CATEGORY D JOINTS FOR NOZZLE DIAMETERS NPS 3 (DN 80) AND LESS |
124 | FIG. CC-4542.2-3 TYPICAL CATEGORY E JOINTS |
125 | FIG. CC-4542.2-4 TYPICAL CATEGORY F JOINTS |
126 | FIG. CC-4542.2-6 TYPICAL CATEGORY H JOINTS |
127 | FIG. CC-4542.2-7 TYPICAL CATEGORY J JOINTS |
128 | FIG. CC-4542.9-1 FILLET AND SOCKET WELD DIMENSIONS |
131 | CC-4550 HEAT TREATMENT FIG. CC-4543.6-1 WELD JOINT PRODUCINGTHROUGH-THICKNESS LOADING FIG. CC-4543.6-2 SPECIAL DEPOSITION TECHNIQUEFOR WELD JOINT PRODUCING THROUGH-THICKNESSLOADING |
132 | TABLE CC-4552-1MANDATORY REQUIREMENTS FOR POSTWELD HEAT TREATMENT (PWHT) OF WELDS |
133 | TABLE CC-4552-2EXEMPTIONS TO MANDATORY PWHT |
134 | TABLE CC-4552-3ALTERNATIVE PWHT TEMPERATURES |
135 | CC-4560 PROTECTION OF ATTACHMENTS CC- 4600 FABRICATION OF EMBEDMENT ANCHORS CC-4610 GENERAL REQUIREMENTS CC-4620 FORMING, FITTING, AND ALIGNING |
136 | CC-4630 WELDING QUALIFICATIONS CC-4640 RULES GOVERNING MAKING,EXAMINING, AND REPAIRINGWELDS |
137 | CC-4650 HEAT TREATM CC-4660 BOLTED CONSTRUCTION |
138 | ARTICLE CC- 5000 CONSTRUCTION TESTING AND EXAMINATION CC- 5100 GENERAL REQUIREMENTS FOR EXAMINATION CC-5110 PROCEDURES, QUALIFICATION,AND EVALUATIONS CC-5120 QUALIFICATION ANDCERTIFICATION OFNONDESTRUCTIVE EXAMINATIONPERSONNEL |
139 | CC-5130 QUALIFICATION OF CONCRETEINSPECTION AND TESTINGPERSONNEL |
140 | CC-5140 RECORDS CC-5140 RECORDS CC- 5200 CONCRETE EXAMINATION CC-5210 GENERAL CC-5220 CONCRETE CONSTITUENTS |
141 | TABLE CC-5200-1MINIMUM TESTING FREQUENCIES FOR CONCRETE CONSTITUENTS AND CONCRETE |
143 | CC-5230 CONCRETE |
145 | CC-5240 CEMENT GROUT FOR GROUTEDTENDON SYSTEMS CC- 5300 EXAMINATION OF REINFORCING SYSTEMS CC-5310 GENERAL CC-5320 EXAMINATION OF MECHANICALSPLICE |
146 | CC-5340 EXAMINATION OF BENDS CC- 5400 EXAMINATION OF PRESTRESSING SYSTEMS CC-5410 GENERAL CC-5420 REQUIRED EXAMINATION |
147 | CC- 5500 EXAMINATION OF WELDS CC-5510 GENERAL CC-5520 REQUIRED EXAMINATION OFWELDS |
148 | CC-5530 EXAMINATION PROCEDURES |
149 | CC-5540 ACCEPTANCE STANDARDS |
151 | 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, ANDCOMPONENTS CC-6140 PRETEST CONDITIONS CC-6150 CLASSIFICATION OF STRUCTURE |
152 | CC-6160 STRUCTURAL RESPONSEPREDICTIONS CC- 6200 TEST PROCEDURE CC-6210 PRETEST EXAMINATION CC-6220 INSTRUMENTATION CC-6230 PRETEST OF INSTRUMENTATION |
153 | CC- 6300 STRUCTURAL TEST REQUIREMENTS CC-6310 INTRODUCTION CC-6320 PRESSURIZATION CC-6330 TEMPERATURE CC-6340 DATA REQUIRED CC-6350 SURFACE CRACKING CC-6360 DISPLACEMENT MEASUREMENTS |
155 | CC-6370 STRAIN MEASUREMENTS CC-6380 TEMPERATURE MEASUREMENTS CC-6390 POST-TEST EXAMINATION CC- 6400 EVALUATION OF TEST RESULTS CC-6410 ACCEPTANCE CRITERIA |
156 | CC-6420 SURFACE CRACKS CC-6430 RETEST CC-6440 STRAINS CC- 6500 ANALYSIS OF DATA AND PREPARATION OF REPORT CC-6510 RESOLUTION OF TEST DATA CC-6520 PRESENTATION OF DATA CC-6530 MINIMUM REPO |
157 | ARTICLE CC- 7000 OVERPRESSURE PROTECTION |
158 | ARTICLE CC- 8000 NAMEPLATES, STAMPING, AND REPORTS CC- 8100 GENERAL REQUIREMENTS |
159 | MANDATORY APPENDICES I TABLES OF PRESTRESSING AND LINER MATERIAL |
164 | II GLOSSARY OF TERMS AND NOMENCLATURE |
168 | III APPROVAL OF NEW MATERIAL |
170 | IV ROUNDED INDICATIONS |
178 | V QUALIFICATIONS OF CONCRETE INSPECTION PERSONNEL |
183 | VI NONDESTRUCTIVE EXAMINATION METHODS |
185 | VII SUBMITTAL OF TECHNICAL INQUIRIES TO THE BOILER AND PRESSURE VESSEL COMMITTEE |
187 | VIII QUALIFICATIONS FOR ARC WELDINGREINFORCING BARS |
197 | NONMANDATORY APPENDICES A TYPICAL CRV LOAD COMBINATIONS(OPTIONAL) |
198 | B NONMANDATORY PREHEAT PROCEDURES |
199 | C CERTIFICATION OF LEVELS I AND II CONCRETE INSPECTION PERSONNEL |
206 | D LINER DIMENSIONAL TOLERANCES |
210 | E CERTIFIED MATERIAL TEST REPORTS FOR LINER MATERIALS |
212 | F REINFORCEMENT FABRICATION AND PLACING TOLERANCES |