扣件式钢管脚手架立杆计算长度附加系数k的确定及应用  

The computation and application on additional coefficient K of calculating length in steel tubular scaffold with couplers

作　　者：郑屹峰[1] 

机构地区：[1]福建工程学院,福州350007

出　　处：《福建建筑》2003年第3期53-54,共2页Fujian Architecture & Construction

摘　　要：脚手架结构因工作条件的特点 ,其计算方法实际上仍是半概率、半经验的。在扣件式钢管脚手架立杆稳定性计算中 ,通过合理确定计算长度附加系数 k来考虑其工作条件的特殊性 。The calculating method of scaffold structure is half probability and half experience actually because of its characteristic work condition. Calculating the stability of steel tubular scaffold with couplers through additional coefficient K to consider its particularity on work condition,so as to simplify the calculating formula in engineering practice.

关 键 词：扣件式钢管脚手架 立杆 长度 附加系数 施工安全 

分 类 号：TU731.2[建筑科学—建筑技术科学]