摘要
针对满堂扣件式钢管支撑架立杆实际长细比计算时存在的问题,提出一种简便、快捷的方法。该方法解决了计算结果违背基本原因及相关标准规定的问题,使得立杆段长细比计算结果可信程度大幅提高,可供今后工程借鉴。
In view of the problems existing in the calculation of the actual slenderness ratio of the vertical pole section of full hall fastener steel tube formwork support frame,a simple and fast method is proposed.The method solves the problem that the calculation results violate the basic reasons and relevant standard provisions,and greatly improves the reliability of the calculation results of slenderness ratio of vertical pole section,which can be used as a reference for future projects.
作者
范国富
FAN Guofu(China Petroleum Jilin Chemical Engineering&Construction Co.,Ltd.,Jilin,Jilin 132021,China)
出处
《建筑施工》
2021年第10期2113-2114,共2页
Building Construction
关键词
满堂扣件式钢管支撑架
计算长度
长细比
稳定系数
full hall fastener steel tube formwork support frame
calculated length
slenderness ratio
stability coefficient
