摘要
室内净高超过3. 6 m的人防工程,需要手算各主要构件的内力和配筋。首先介绍了门框墙中各构件的等效静荷载取值、边界条件、计算长度和计算简图,然后分析了人防外墙、临空墙和防护单元隔墙的计算模型,最后提出了人防其他构件设计的注意事项,供设计人员参考。
The civil air projects, interior net storey height more than 3.6 meters, is often encountered. In this case, the internal force and rein- forcement of the main components needs manual calculation. This paper first introduces the equivalent static load values, boundary condition, the length and the calculation diagram of the doorframe components, then analyzes calculation model of the exterior wall of civil air defence, blast- proof partition wall and protection unit partition wall, finally put forwards design considerations of the civil air other components, and provides the reference for the designers.
作者
潘红艳
Pan Hongyan(Institute of Architectural Design and Research,Taiyuan University of Technology,Taiyuan 030024,China)
出处
《山西建筑》
2018年第28期59-61,共3页
Shanxi Architecture
关键词
门框墙
上挡墙
加强梁
人防外墙
doofframe wall
top retaining wall
the strengthen pillar
the exterior wall of civil air defence
