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（1 大連理工大學建設工程學部， 大連 116024； 2 中廣核工程設計有限公司， 深圳 518031）
［摘要］基于《核電廠混凝土結(jié)構(gòu)技術(shù)標準》（送審稿）和美國規(guī)范ACI 349-3，對比分析了中國和美國核安全相關(guān)混凝土結(jié)構(gòu)構(gòu)件層次的安全度。結(jié)果表明，中國核電廠技術(shù)標準軸心受拉、受彎、軸心受壓、偏心受壓、受剪和受扭鋼筋混凝土構(gòu)件的安全度與美國規(guī)范ACI 349-13相當，受沖切構(gòu)件的安全度比美國規(guī)范ACI 349-13高約30%，局部受壓構(gòu)件的安全度比美國規(guī)范ACI 349-13高約45%，深梁的安全度與美國規(guī)范ACI 349-13相當；牛腿按簡化方法設計時的安全度比美國規(guī)范ACI 349-13低約20%，按拉壓桿模型設計時的與美國規(guī)范ACI 349-13相當。中國核電廠技術(shù)標準軸心受拉、受彎預應力混凝土構(gòu)件的安全度分別比美國規(guī)范ACI 349-13高約10%和15%，預應力混凝土受剪構(gòu)件的安全度與美國規(guī)范ACI 349-13相當。
［關(guān)鍵詞］核安全相關(guān)混凝土結(jié)構(gòu)； 安全度； 規(guī)范； 對比分析
中圖分類號：TL48， TU375文獻標識碼：A文章編號：1002-848X(2018)16-0019-10
Comparative analysis on the safety of nuclear safety related concrete structures designed based on Chinese and American codes
Wan Guangze1, Gong Jinxin1, Fan Hong2
(1 Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian 116024, China; 2 China Nuclear Power Design Co., Ltd., Shenzhen 518031, China)
Abstract:A comparative analysis is made for the safety of nuclear safety related concrete structures based on Technical standards for concrete structures in nuclear power plants (Manuscript) and American code ACI 349-13. It is revealed that the safety of reinforced concrete members in axial tension, bending, axial compression, eccentric compression, shear and torsion designed according to Chinese code and American code ACI 349-13 are essentially identical. The safety of reinforced concrete members in punching shear designed based on Chinese code is 30% greater than that based on American code ACI 349-13, and the safety of the members in local compression is 45% greater than that based on American code ACI 349-13. The safety of deep beams in Chinese code and American code ACI 349-13 is coincident. The safety of corbels designed by simplified method in American code ACI 349-13 is 20% greater than that in Chinese code, and is coincident to the American code ACI 349-13 using stud and tie model. The safety of prestressed concrete members in axial tension and bending designed based on Chinese code is 10% and 15% greater than that based on American code ACI 349-13, and the safety of the members in shear designed by both codes are coincident.
Keywords:nuclear safety related concrete structure; safety; code; comparative analysis
作者簡介：萬廣澤，碩士研究生，Email: 799720303@qq.com。
