在建立新型钢管脚手架扣件的有限元分析模型的基础上，对扣件各部件之间的连接以及斜楔的预紧力问题进行了处理。
Based on the finite element analysis (FEA) model of steel tube scaffold couplers, the corresponding connection of scaffold couplers and pre-load of slide wedge have been discussed.
因此，高层建筑结构施工中，分段悬挑搭设的扣件式钢管脚手架应用得非常普遍。
Therefore, high building structure construction, segmentation cantilever of the fastener type steel tube scaffold built very common application.
本文对扣件式钢管脚手架杆件接头型式问题，从承载能力，受荷变形方面进行了试验和分析。
This article discusses the joint-types of buckle-type steel tubular scaffold, and analyzes the experiments with load-bearing capacity and load deformation.
对高层建筑多采用扣件式钢管脚手架。
With fastener type steel tube scaffold in high-rise building.
本文同时也对扣件式钢管脚手架极限承载力的进一步研究进行了展望。
This paper also makes the prospect of further research on the ultimate bearing capacity of steel tubular scaffold.
本文主要介绍扣件式钢管脚手架和碗扣式钢管脚手架在桥梁施工中的一些实际应用。
This paper introduces the actual application of two kinds of steel - tube scaffolds to bridge construction, i. e. clip - holding steel - tube scaffold and bowl - holding steel - tube scaffold.
本文主要介绍扣件式钢管脚手架和碗扣式钢管脚手架在桥梁施工中的一些实际应用。
This paper introduces the actual application of two kinds of steel - tube scaffolds to bridge construction, i. e. clip - holding steel - tube scaffold and bowl - holding steel - tube scaffold.
应用推荐