[1]王天运,任辉启,张力军..安全壳钢筋混凝土简支墙抗爆性能分析[J].郑州大学学报(工学版),2004,25(02):39-43.[doi:10.3969/j.issn.1671-6833.2004.02.010]
 Wang Tianyun,Ren Huiqi,Zhang Lijun.Analysis of explosion resistance of containment reinforced concrete simple support wall[J].Journal of Zhengzhou University (Engineering Science),2004,25(02):39-43.[doi:10.3969/j.issn.1671-6833.2004.02.010]
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安全壳钢筋混凝土简支墙抗爆性能分析()
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《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
25
期数:
2004年02期
页码:
39-43
栏目:
出版日期:
1900-01-01

文章信息/Info

Title:
Analysis of explosion resistance of containment reinforced concrete simple support wall
作者:
王天运任辉启张力军.
中国人民解放军总参工程兵科研三所,河南,洛阳,471023, 防化指挥工程学院,北京,102205
Author(s):
Wang Tianyun; Ren Huiqi; Zhang Lijun
关键词:
爆炸冲击波 钢筋混凝土墙 动力特性 安全距离
Keywords:
DOI:
10.3969/j.issn.1671-6833.2004.02.010
文献标志码:
A
摘要:
核电站附近的常规弹药爆炸可能引起核电站主体结构的破坏.为了评估安全壳筒墙的抗爆性能,根据结构的抗力设计曲线,提出了一种判断简支墙抗爆能力的新方法,并以核电站中的钢筋混凝土墙为例,给出了简支墙所能承受的最大入射压力和爆炸的安全距离,当延性系数为3,墙厚和配筋率相同时,设计抗力提高一倍,简支墙不破坏的最小安全爆炸距离减少了12%;抗力和配筋率相同,600 mm厚比450 mm厚的简支墙不破坏的最小安全爆炸距离减少了3%.计算结果表明,设计抗力、墙体厚度和配筋率对简支墙可承受的最大超压值以及不破坏的最小安全爆炸距离有不同的影响.该方法和计算结果可用于核电站遭袭后安全性可否保障的初步判断.
Abstract:
The explosion of conventional ammunition near a nuclear power plant may cause damage to the main structure of the nuclear power plant. In order to evaluate the anti-explosion performance of the containment barrel wall, according to the resistance design curve of the structure, a new method for judging the explosion resistance of the simple support wall is proposed, and taking the reinforced concrete wall in the nuclear power plant as an example, the maximum incident pressure and explosion safety distance that the simple support wall can withstand are given, when the ductility coefficient is 3, the wall thickness and reinforcement ratio are the same, the design resistance is doubled, and the minimum safe explosion distance of the simple support wall is reduced by 12%; The resistance and reinforcement ratio are the same, and the minimum safe explosion distance of 600 mm thick is reduced by 450% compared with 3 mm thick simple support wall.The calculation results show that the design resistance, wall thickness and reinforcement ratio have different effects on the maximum overpressure value that the simple support wall can withstand and the minimum safe explosion distance without damage. This method and calculation results can be used to make a preliminary judgment on whether the safety of nuclear power plants can be guaranteed after an attack.

更新日期/Last Update: 1900-01-01