高层建筑应急避难室结构抗爆设计与计算初步研究
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(1 大连万达商业地产股份有限公司，北京 100022；2 中国建筑科学研究院，北京 100013)［摘要］在高层建筑中设置应急避难室可有效应对突发灾害对人们生命财产安全的威胁。针对典型工程的应急避难室，确定潜在的爆炸荷载类型、大小、爆炸冲击波相关特性，采用等效静荷载法和数值方法进行了应急避难室墙体的结构计算，最后给出了采用等效静荷载法进行应急避难室结构设计的初步建议。［关键词］应急避难室; 抗爆; 结构设计; 高层建筑中图分类号：O383+.2，TU318 文献标识码：A 文章编号：1002-848X(2014)23-0040-04Anti-explosion design and calculation of emergency refuge chamber in high-rise buildingZhang Ke1, Chen Tao2, Liu Zheng1, Du Liusheng1, Xu Ziguo2(1 Dalian Wanda Commercial Properties Co., Ltd., Beijing 100022, China; 2 China Academy of Building Research, Beijing 100013, China)Abstract: Emergency refuge chamber in high-rise building can effectively resist threats of sudden disaster to life and property security of the people. For emergency refuge chamber in typical engineering, potential explosion load types as well as magnitude and explosion wave characteristics were identified. Structural calculations of the wall in emergency refuge chamber were done using equivalent static load method and numerical method respectively. Finally, preliminary proposals on structural design for emergency refuge chamber were given using equivalent static load method.Keywords: emergency refuge chamber; anti-explosion; structural design; high-rise building作者简介：张克，学士，高级工程师，Email：k.zhang@126.com。参考文献［1］CORLEY W G, MLAKER P F, SOZEN M A, et al. The Oklahoma City bombing: summary and recommendations for multi hazard mitigation ［J］. Journal of Performance of Constructed Facilities, 1998, 12(3):100-112.［2］李翼祺，马素贞．爆炸力学［M］．北京：科学出版社，1992．［3］常振政，张金泉，马洪．弱约束条件下爆炸冲击波的传播规律及其强度计算［C］//第十一届中国煤炭学会爆破学术会议论文集.2010．
