摘要
结合田阳右江大桥连续刚构桥0号块施工的现场情况,介绍了托架构造及特点,通过对托架受力的分析,提出了贝雷梁临时支撑方案,加快了施工进度,减少了物力、人力的投入。
Combined with practical construction work of 0# block of Youjiang continuous rigid frame bridge in Tianyang bracket method is introduced as well as features and force analysis.Temporary supporting scheme with Bailey beam is proposed,which not only speed up construction progress but also reduce cost.
出处
《山西建筑》
2007年第8期340-342,共3页
Shanxi Architecture
关键词
托架
临时支撑
受力
bracket
temporary support
force analysis
