核电站安全壳在外来事件作用下的安全防护性能研究进展
|
摘要
核电站安全壳是核反应堆的最后一道屏障,其结构的安全性直接关系到核电站周围人员和环境的安全问题。介绍了核电站安全壳的功能及其分类,基于核电站安全壳特殊的防护功能要求,对安全壳结构在地震、飞机撞击和爆炸等外来事件作用下的安全防护性能进行了探讨,并对安全壳结构防护措施的改善给予了相应建议。
Nuclear power plant containment is the last barrier of nuclear reactor and its safety has close connection with the safety of personnel and environment around the station.In this paper,the functions and classifications of the containment of nuclear power plant were introduced.Based on the special requirements of nuclear power plant containment,the security protection performances of nuclear power plant containment under exogenous events such as earthquake,aircraft impact and explosive loading were discussed.Some corresponding measures against exogenous events were described.
Nuclear power plant containment is the last barrier of nuclear reactor and its safety has close connection with the safety of personnel and environment around the station.In this paper,the functions and classifications of the containment of nuclear power plant were introduced.Based on the special requirements of nuclear power plant containment,the security protection performances of nuclear power plant containment under exogenous events such as earthquake,aircraft impact and explosive loading were discussed.Some corresponding measures against exogenous events were described.
引文
[1]祁恩兰.我国核电的建设形势及思考[J].电力建设,2009,30(5):1-4.
[2]周在杞,陆卜良,周宇.核电发展若干问题的探讨.能源技术,2009,30(3):164-172.
[3]濮继龙.核电厂安全壳及其功能保障问题[J].核科学与工程,1992,12(3):253-258.
[4]余爱萍,王远功.核反应堆安全壳结构形式的选择[J].核动力工程,1989,10(1):14-22.
[5]陈维敬.论核电站单层安全壳和双层安全壳的作用[J].核动力工程,1985,6(4):9-17.
[6]李洪训.从四川汶川大地震审视核安全[J].核安全,2008(3):1-13.
[7]GB50267-97核电厂抗震设计规范[S].北京:中国建筑工业出版社.
[8]罗奇峰,石春香,曹炳政,等.中国近4年结构抗震进展介绍[J].地震学报,2003,25(6):637-652.
[9]孙德纶,彭如海.核电建设中的一些力学问题[J].力学与实践,1989(3):1-10.
[10]王远功.飞射物对钢筋混凝土板碰撞的局部损坏及其设计评价公式[J].核科学与工程,1994,14(3):203-212.
[11]王远功,余爱萍.飞机撞击核反应堆安全壳荷载—时间曲线的确定[J].核科学与工程,1991,11(3):208-215.
[12]Chaclmail J F,Krutzik N J,Dubois T.Equivalent Loading Due to Airplane Impact Taking into Account the Nonlinearities of Impacted Reinforced Concrete Buildings[J].Nuc Eng&Des,1985,85(1):47-57.
[13]Krnting N J.Reduction of Aircraft Crash Impact Loading Using New Design Concept for Specific Impact Regions on Building Structures[R].Lausanne,9th-SMIRT,1987,Vol.J.
[14]Prabhakar G,Ranjan R,Mini K Paul,et al.Analyses of Aircraft Impact on Containment Structure[C].5th Asia-Pacific Conference on Shock&Impact Loads on Structures.Changsha China,2003:315-322.
[15]赵振东,钟江荣,余世舟.钢混结构物受外来飞射体撞击的破坏效应研究[J].地震工程与工程振动,2003,23(5):88-94.
[16]余爱萍,王远功,翁智远.冲击波对核反应堆安全壳的动力响应研究[J].爆炸与冲击,1992,12(3):219-227.
[2]周在杞,陆卜良,周宇.核电发展若干问题的探讨.能源技术,2009,30(3):164-172.
[3]濮继龙.核电厂安全壳及其功能保障问题[J].核科学与工程,1992,12(3):253-258.
[4]余爱萍,王远功.核反应堆安全壳结构形式的选择[J].核动力工程,1989,10(1):14-22.
[5]陈维敬.论核电站单层安全壳和双层安全壳的作用[J].核动力工程,1985,6(4):9-17.
[6]李洪训.从四川汶川大地震审视核安全[J].核安全,2008(3):1-13.
[7]GB50267-97核电厂抗震设计规范[S].北京:中国建筑工业出版社.
[8]罗奇峰,石春香,曹炳政,等.中国近4年结构抗震进展介绍[J].地震学报,2003,25(6):637-652.
[9]孙德纶,彭如海.核电建设中的一些力学问题[J].力学与实践,1989(3):1-10.
[10]王远功.飞射物对钢筋混凝土板碰撞的局部损坏及其设计评价公式[J].核科学与工程,1994,14(3):203-212.
[11]王远功,余爱萍.飞机撞击核反应堆安全壳荷载—时间曲线的确定[J].核科学与工程,1991,11(3):208-215.
[12]Chaclmail J F,Krutzik N J,Dubois T.Equivalent Loading Due to Airplane Impact Taking into Account the Nonlinearities of Impacted Reinforced Concrete Buildings[J].Nuc Eng&Des,1985,85(1):47-57.
[13]Krnting N J.Reduction of Aircraft Crash Impact Loading Using New Design Concept for Specific Impact Regions on Building Structures[R].Lausanne,9th-SMIRT,1987,Vol.J.
[14]Prabhakar G,Ranjan R,Mini K Paul,et al.Analyses of Aircraft Impact on Containment Structure[C].5th Asia-Pacific Conference on Shock&Impact Loads on Structures.Changsha China,2003:315-322.
[15]赵振东,钟江荣,余世舟.钢混结构物受外来飞射体撞击的破坏效应研究[J].地震工程与工程振动,2003,23(5):88-94.
[16]余爱萍,王远功,翁智远.冲击波对核反应堆安全壳的动力响应研究[J].爆炸与冲击,1992,12(3):219-227.
版权所有：© 2023 中国地质图书馆 中国地质调查局地学文献中心