摘要
结构在施工过程中承受的施工荷载超过设计荷载时,需要对结构进行加固。本文介绍了泰安市泰山会展中心B区钢结构吊装过程中地下室加固方案,通过结构计算分析,得出混凝土楼板的剪应力以及混凝土梁、柱的应力比,分析加固方案的可靠性,保证施工安全。
When the structure bearing construction loads than the design load in the construction process, it is need to be rei- nforcement. This paper introduces the basement reinforcement process scheme in the process of the Tai'an City Taishan Con- vention and Exhibition Center area B steel structure hoisting, through the structural analysis, got shear stress and stress ratio of concrete beam, column that the concrete slab, analyzes the reliability of reinforcement scheme, to guarantee the safety of construction.
出处
《城市建筑》
2013年第20期77-78,共2页
Urbanism and Architecture
关键词
吊装
加固方案
MIDAS
剪应力
hoisting, reinforcement scheme, MIDAS, shear stress