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大跨高耸结构的脚手架计算模型比较分析
引用本文:曹永红,曹晖,严薇.大跨高耸结构的脚手架计算模型比较分析[J].重庆大学学报(自然科学版),2006,29(2):90-94.
作者姓名:曹永红  曹晖  严薇
作者单位:重庆大学土木工程学院,重庆400030
摘    要:针对当前大跨高耸钢筋混凝土结构施工中,时常由于脚手架的计算和搭设问题而发生重大安全事故的现象,采用精确的空间模型,与实际中常用的脚手架内力简化分析方法进行计算对比.结果表明,简化分析方法存在一定的安全隐患。并对此提出了改进意见和建议.

关 键 词:脚手架  内力分析  空间模型  简化模型
文章编号:1000-582X(2006)02-0090-05
收稿时间:2005-11-20
修稿时间:2005年11月20

On the Comparison of Calculation Models of Scaffold for High-rise and Long-span Structrues
CAO Yong-hong,CAO Hui,YAN Wei.On the Comparison of Calculation Models of Scaffold for High-rise and Long-span Structrues[J].Journal of Chongqing University(Natural Science Edition),2006,29(2):90-94.
Authors:CAO Yong-hong  CAO Hui  YAN Wei
Institution:College of Civil Engineering, Chongqing Univesrsity, Chongqing 400030, China
Abstract:In the construction of high-rise and long-span reinforced concrete structures, many safety accidents result from the defect of the analysis and erection of scaffold. To solve the problem, an accurate FEM model is adopted to analyze the scaffold and is compared with the common simplified models in practice. The comparison shows that the simplified models may do give unsafe results and so several suggestions for improvement are put forward.
Keywords:scaffold  analysis of internal forces  space model  simplified model
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