扣件式满堂脚手架稳定性非线性分析  

Nonlinear analysis of stability calculation of fastener steel tube full hall scaffold

作　　者：张劼[1] 叶中豹[1] 费家仓[2] 王艳华[1] 

机构地区：[1]安徽新华学院土木与环境工程学院,安徽合肥230088 [2]安徽水利水电职业技术学院,安徽合肥231603

出　　处：《安徽水利水电职业技术学院学报》2012年第1期1-3,10,共4页Journal of Anhui Technical College of Water Resources and Hydroelectric Power

摘　　要：文章用ANSYS模拟满堂脚手架在施工过程中脚手架搭设工况,模拟合适的参数,分析满堂脚手架搭设体系的性能、得到了满堂脚手架中扣件式钢管脚手架稳定承载力,进而分析了脚手架构造因素对扣件式钢管脚手架整体稳定承载力的影响。This article uses ANSYS-System to simulate the construction situation of the fastener steel tube full hall scaffold in the process conditions, simulates the suitable parameters, analyzes the per- formance of the fastener steel tube full hall scaffold＇s erection system, gets the result of stabile load- bearing capacity, and then analyzes the influence of the scaffold on the stabile load-bearing capacity.

关 键 词：试验模型脚手架 承载性状 ANSYS 模拟 

分 类 号：TU74[建筑科学—建筑技术科学]