用ANSYS分析扣件式钢管脚手架整体稳定承载力  

ANSYS-BASED ANALYSIS ON WHOLE STABLE LOAD-BEARING CAPACITY OF STEEL TUBULAR SCAFFOLD WITH COUPLERS

作　　者：张厚先[1] 徐奋强[1] 张德恒[1] 金剑[1] 

机构地区：[1]南京工程学院建筑工程学院,南京211167

出　　处：《建筑技术》2009年第6期555-557,共3页Architecture Technology

基　　金：南京工程学院科研基金项目(KXJ06060)

摘　　要：通过制定ANSYS确定双排扣件式钢管脚手架整体稳定承载力的定量标准,模拟脚手架模型试验,分析相邻跨施工荷载对双排扣件式钢管脚手架某一根立杆整体稳定承载力的影响,分析了风减小双排扣件式钢管脚手架整体稳定承载力的幅度。ANSYS is developed to determinate quantitative criteria for whole stable load-bearing capacity of double-row steel tubular scaffold with couplers, simulate scaffold model test, and analyze impact of construction load of adjacent span on whole stable load-bearing capacity of single piece of vertical tube of double-row steel tubular scaffold with couplers. Degree of whole stable load-bearing capacity reduction caused by wind on double-row steel tubular scaffold with couplers is also analyzed.

关 键 词：脚手架 承载力 ANSYS 

分 类 号：TU731.2[建筑科学—建筑技术科学]