摘要
金港国际商务中心工程基坑深 8.5m ,周长 44 8m ,支护面积 3 0 0 0m2 ,基坑与周围建筑物较近。针对工程特点和当时雨季施工的气候条件 ,介绍了土钉支护方案设计、施工位移监测情况和施工中遇到的一些问题及所采取的一系列技术措施。
The foundation pit of Jinggang international commerce center engineering is 8.5 m in depth, 448 m in circumference and 3 000 m 2 in supporting area. The foundation pit is near to ambient building. According to engineering characteristic and climate condition of rainy season, the paper introduces the plan design of soil nailing, monitoring condition of construction displacement and a serial technical measures adopted in engineering.
出处
《山西建筑》
2001年第6期34-35,共2页
Shanxi Architecture
关键词
土钉
支护
施工工艺
高层建筑
深基坑
soil nailing supporting,design on supporting,construction technology,high rise building
