城市建筑
城市建築
성시건축
URBANISM AND ARCHITECTURE
2013年
10期
62-62
,共1页
碗扣支架%门架立柱%强度检算%自由端%剪力撑%微位移
碗釦支架%門架立柱%彊度檢算%自由耑%剪力撐%微位移
완구지가%문가립주%강도검산%자유단%전력탱%미위이
bowl-shape-fastener scaffolding%portal frame up-right%strength check and calculation%the free end%shear brac-ing%micro displacement
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。
本文分析瞭跨線現澆箱樑支架施工法門形支架立柱碗釦加密支架的佈置及檢驗，以底託、頂託自由耑最大長度的計算說明，探討瞭其在微位移積纍作業下剪力撐的佈置規則。
본문분석료과선현요상량지가시공법문형지가립주완구가밀지가적포치급검험，이저탁、정탁자유단최대장도적계산설명，탐토료기재미위이적루작업하전력탱적포치규칙。
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.
