水泥土墙内插钢管计算  

Computation for Steel Sticking in Cement Soil Wall

作　　者：黄俊光[1] 林祖锴[1] 罗永健[1] 

机构地区：[1]广州市设计院,广东广州510620

出　　处：《广东水利水电》2015年第4期34-36,共3页Guangdong Water Resources and Hydropower

摘　　要：目前基坑工程中水泥土墙内插钢管缺少计算方法,该文假定水泥土墙为偏心受压构件,运用力学平衡条件对其进行正截面应力分析,求出受压、拉区的钢管面积、长度等,并举例论证。Aiming at the status of no computation for steel sticking in cement - soil wall in foundation pit engineering, assumption has been raised that regarding the cement - soil wall as eccentric compression members, and stress analysis has been conducted with mechanics equilibrium condition, therefore, the cross - sectional area of compression and tensile region＇s steel have been calculated, and examples have been raised to prove them.

关 键 词：水泥土墙 内插钢管 偏心受压构件 受压 拉区 

分 类 号：TU473.12[建筑科学—结构工程]