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ASME BPVC III 2 2019

ASME BPVC III 2 2019

$377.00

ASME BPVC – III – 2 -2019 BPVC Section III, Rules for Construction of Nuclear Facility Components, Division 2, Code for Concrete Containments

Published By Publication Date Number of Pages
ASME 2019 243
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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.

PDF Catalog

PDF Pages PDF Title
57 CC-2222.1-1 Required Limits of Alkali-Silica Reactive Materials in Concrete Aggregates
58 CC-2231.3-1 Required Minimum Levels of Cementitious Materials
59 CC-2231-1 Concrete Properties
CC-2231.7.1-1 Exposure Categories and Classes
60 CC-2231.7.2-1 Requirements for Concrete by Exposure Class
61 CC-2231.7.3-1 Limits on Cementitious Materials for Concrete Assigned 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 Total Air Content for Concrete Exposed to Cycles of Freezing and Thawing
62 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
65 CC-2243.3.2-1 Schupack Pressure Bleed Test Limits
66 CC-2310-1 Maximum Dimensions of Obstruction or Interruptions of Bar Deformations and Nonplanar Features of the Bearing Face
70 CC-2438.4.2-1 Analysis Limits of Permanent Coating Material for CRV Prestressing
73 CC-2462-1 Manufacturer’s Record of Tendon Performance Qualification Tests
74 CC-2465-1 Record of Mechanical Test Results Obtained From Tendon Performance Qualification Tests
75 CC-2521.1-1 Exemptions From Impact Testing Under CC-2521.1(h)
76 CC-2521.1-1 Determination of Permissible Lowest Service Metal Temperature
77 CC-2521.1-1M Determination of Permissible Lowest Service Metal Temperature
78 CC-2524.2-1 Required Cv Lateral Expansion Values for Liner Material Other Than Bolting
79 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
80 CC-2524.4-1 Required Cv Energy Values for Liner Material for the Overpressure Test
89 CC-2613.1-1 Sampling of Welding Materials for Chemical Analysis
90 CC-2613.2-1 Welding Material Chemical Analysis
91 CC-2613.3.1-1 Delta Ferrite Content
92 CC-2620-1 Dimensions and Tolerances of Standard Studs
93 CC-2620-2 Typical Tensile Test Fixture
CC-2620-3 Bend Testing Device
94 CC-2620-4 Typical Device for Bend Testing of Small Studs
95 CC-2623.2-1 Strength Requirements for Studs
99 CC-3136.6-1 Classification of Forces in Concrete Containments for Steel Reinforcing and Concrete Allowable Stresses
101 CC-3230-1 Load Combinations and Load Factors
102 CC-3421-1 Allowable Compression Stresses for Factored Loads
109 CC-3431-1 Allowable Compression Stresses for Service Loads
120 CC-3720-1 Liner Plate Allowables
121 CC-3730-1 Liner Anchor Allowables
123 CC-3831-1 Illustration of Welded Joint Locations Typical of All Categories
124 CC-3840-1 Tapered Transition Sections
130 CC-4323-1 Allowable Bend Configuration
CC-4322-1 Minimum Diameter of Bend
132 CC-4333.2.3-1 Total Slip Acceptance Criteria for Mechanical Reinforcing Bar Splices
134 CC-4333-1 Tensile Requirements for Mechanical Reinforcing Bar Splices, Mechanically Headed Deformed Bars, and Welded Joints
138 CC-4462-1 Permissible Intervals Between Prestressing Steel Installation and Grouting Without Use of Corrosion Protection
141 CC-4523-1 Maximum Allowable Offset in Final Welded Joints
146 CC-4534-1 Typical Torque Testing Device
CC-4534-1 Required Torque for Testing Studs
147 CC-4542.2-1 Typical Category D Joints for Nozzle Diameters Over NPS 3 (DN 80)
149 CC-4542.2-2 Typical Category D Joints for Nozzle Diameters NPS 3 (DN 80) and Less
151 CC-4542.2-3 Typical Category E Joints
152 CC-4542.2-4 Typical Category F Joints
CC-4542.2-5 Typical Category G Joints
153 CC-4542.2-6 Typical Category H Joints
154 CC-4542.2-7 Typical Category J Joints
CC-4542.8.1-1 Maximum Thicknesses Permitted
155 CC-4542.9-1 Fillet and Socket Weld Dimensions
157 CC-4543.6-1 Weld Joint Producing Through‐Thickness Loading
158 CC-4543.6-2 Special Deposition Technique for Weld Joint Producing Through‐Thickness Loading (Typical)
159 CC-4552-1 Mandatory Requirements for Postweld Heat Treatment (PWHT) of Welds
160 CC-4552-2 Exemptions to Mandatory PWHT
CC-4552-3 Alternative PWHT Temperatures
168 CC-5200-1 Minimum Testing Frequencies for Concrete Constituents and Concrete
186 D2-I-1.2 Material for Containment Prestressing Systems
D2-I-2.2 Material for Containment Liners
190 D2-I-2.3 Material for Embedment Anchors
203 D2-V-4100-1 Minimum Levels of Capability for Functions
210 D2-VIII-1410-1 Filler Metal Requirements
211 D2-VIII-1420-1 Typical Direct Butt Splices
213 D2-VIII-1430-1 Minimum Preheat and Interpass Requirements
215 D2-VIII-1620-1 Radiograph Acceptance Criteria
228 D2-D-1230-1 Measurements of Local Dimensions per D2-F-1230
229 D2-D-1320-1 Measurement Points per D2-F-1320
230 D2-D-1330-1 Measurement Points per D2-F-1330
234 D2-F-1220-1 Standard Fabricating Tolerances for Bar Sizes #3 (10 mm) Through #11 (35 mm)
237 D2-F-1230-1 Standard Fabricating Tolerances for Bar Sizes #14 (43 mm) and #18 (57 mm)
239 D2-F-1320-1 Location of Reinforcement

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ASME BPVC III 2 2019
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