Construction/Retrofit of BWR Mark III Structures
Publication: Journal of Energy Engineering
Volume 110, Issue 2
Abstract
Examples of design and construction of structural retrofits in a BWR Mark III Nuclear Power Station are presented. Retrofits enable the structures to withstand increased loads due to Loss of Coolant Accidents (LOCA) and Safety Relief Valve (SRV) discharge events. Simplified construction of shield building dome and rebar anchors using non‐shrink grout are also described.
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References
1.
Goozman, I., and Jan, C. M., “Influence of S/RV Discharge Loads on the Mark III BWR Containment,” Power Engineering, Vol. 83, No. 11, Nov., 1979, pp. 64–67.
2.
Goozman, I., and Datta, V. K., “Design/Construction of BWR Mark III Pressure‐Retaining Structures,” presented at the October, 1980, ASCE Specialty Conference on Civil Engineering and Nuclear Power Plants, held at Knoxville, Tenn.
3.
Jan, C. M., “Dynamic Effects on Structures and Equipment Due to Safety Relief Valve Discharge Loads,” presented at the August, 1979, Fifth International SMIRT Conference, held at Berlin, West Germany.
4.
“General Electric Standard Safety Analysis Report (GESSAR II), Document No. 22A 7007 Rev. 0, Appendix 3B,” General Electric Co., San Jose, Calif., May, 1982.
5.
“Draft Technical Evaluation Report on Mark III Loca‐Related Hydrodynamic Load Definition, Generic Technical Activity B‐10,” USNRC, Washington, D.C., Oct., 1982.
6.
“Safety Relief Valve Quencher Loads: Evaluation for BWR Mark II and III Containments, Generic Technical Activity A‐39, NUREG‐0802,” USNRC, Washington, D.C., Oct., 1982.
7.
“Code Requirements for Nuclear Safety Related Concrete Structures (ACI 349‐80),” American Concrete Institute, Detroit, Mich., Apr., 1981.
8.
“Anchoring Component and Structural Supports in Concrete,” Draft Regulatory Guide MS‐129‐4, USNRC, Washington, D.C., Nov., 1981.
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Copyright © 1984 ASCE.
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Published online: Jun 1, 1984
Published in print: Jun 1984
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