摘要
通过对H型支架体系进行内力监测,研究混凝土浇筑期间支架水平杆件内力传递、分配规律,试验和数值分析表明:支架设有剪刀撑的断面水平杆可能受压,未设置断面水平杆可能受拉;上部水平杆内力略大于下部;梁、板下水平杆内力值变化趋势相同;水平杆拉、压均不超过5 k N。
Through monitoring the internal force of H - type support system , the internal force transfer and dis-tribution rule of the pledger during concrete placement are studied , test and numerical analysis show^ that the pledger with a pair of scissors may be pressed , and the upper internal force is slightly larger than the lowerpart; the internal force of the pledger under the beam and the plate is the same; tmore than 5kN.
作者
刘清
宋建学
游杰勇
孔纯威
LIU Qing1, SONG Jian-xue1, YOU Jie-yong2, KONG Chun-wei2(1. School of Civil Engineering, Zhengzhou University, Zhengzhou 455001, China ;2. China ComEnction Fifth Engineering Bureau Ca. ,Ltd. , Changsha 410004 , Chin)
出处
《河南城建学院学报》
CAS
2018年第4期9-13,共5页
Journal of Henan University of Urban Construction
基金
"郑州市科技领军人才"(112PLJRC353)
关键词
承插型盘扣式钢管支架
模板支架
现场试验
水平杆
内力分析
disk lock steel tubular scaffold
formwork support
field test
pledger
analysis of internal force