摘要
Abstract
This paper analyzes the layout and test of bowl-sh-ape-fastener encrypted scaffolding of portal frame upright in cross line cast-in-place box beam bracket construction, to il us-trate the computational base, support the free end of the maxi-mum length, the accumulation of layout rules working under s-hear bracing in micro displacement.关键词
碗扣支架/门架立柱/强度检算/自由端/剪力撑/微位移Key words
bowl-shape-fastener scaffolding/portal frame up-right/strength check and calculation/the free end/shear brac-ing/micro displacement
