摘要
本文分析了跨线现浇箱梁支架施工法门形支架立柱碗扣加密支架的布置及检验,以底托、顶托自由端最大长度的计算说明,探讨了其在微位移积累作业下剪力撑的布置规则。
This paper analyzes the layout and test of bowl-shape-fastener encrypted scaffolding of portal frame upright in cross line cast-in-place box beam bracket construction, to illustrate the computational base, support the free end of the maximum length, the accumulation of layout rules working under shear bracing in micro displacement.
出处
《城市建筑》
2013年第10期62-62,共1页
Urbanism and Architecture
关键词
碗扣支架
门架立柱
强度检算
自由端
剪力撑
微位移
bowl-shape-fastener scaffolding
portal frame up-right
strength check and calculation
the free end
shear bracing
micro displacement
