| 人防地下室墙体结构设计研究 |
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| 引用本文： | 黄健. 人防地下室墙体结构设计研究[J]. 特种结构, 2013, 0(4): 41-44 |
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| 作者姓名： | 黄健 |
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| 作者单位： | 中国电子工程设计院,北京100840 |
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| 摘 要： | 系统梳理了人防工程结构设计的一些基本概念,给出了核6级人防工程各类墙体对应的等效静荷载值。根据墙体受力状态的不同,结合《人民防空地下室设计规范》GB 50038-2005和《混凝土结构设计规范》GB 50010-2010给出了各类墙体的最小配筋率。算例分析表明,人防工程墙体设计中,合理选择构造要求和配筋方式能够取得较好的经济效益。
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| 关 键 词： | 临空墙 水平等效静荷载标准值 最小配筋率 分离式配筋 |
Research on Wall Structure Design of Civil Air Defence Basement |
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| Affiliation: | ( China Electronics Engineering Design Institute, Beijing 100840,China ) |
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| Abstract: | The basic concepts about the structure design for the civil air defense engineering have been combed systematically.The equivalent static loads on the kinds of civil air defense walls of nuclear grade 6 are given.According to the different wall stress condition,based on Code for Design of Civil Air Defence Basement（GB 50038-2005） and Code for Design of Concrete Structures（GB 50010-2010）,the minimum reinforcement ratios of the walls are given.The example analysis shows that a reasonable choice of the construction requirements and the reinforcement method can obtain better economic benefits. |
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| Keywords: | Blastproof partition wall Horizontal equivalent static load standard value Minimum reinforcement ratio Separating reinforcement |
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