摘要
结合工程实践,总结位于北京永定河冲积扇中上游地貌单元场地建筑物抗浮锚杆节点做法,通过分析实际情况、修改节点做法,根据出现的问题、提出处理方法,进一步提出改进建议,以利于设计院完善本地区的地下结构抗浮设计,避免同类问题重复出现在工程中。
Combined with the engineering practice, this paper summed up the anti-floating anchor waterproof node approach of the buildings located in Beijing Yongding River upstream alluvial geomorphology unit site, through analyzing the actual situation and modifying the node approach, proposed the handling method based on the emerging issues, further made recommendations for improvement, to facilitate the improvement of. the underground anti-floating design in the region and avoid similar problems recurring in the project.
出处
《价值工程》
2015年第3期122-124,共3页
Value Engineering
关键词
地下结构
抗浮锚杆
防水节点
毛细水渗水
防渗注浆
underground structures
anti-floating anchor
waterproof node
capillary water seepage
seepage grouting