南昌国际商务大厦深基坑支护方法简析  

Analysis About the Way to Support Deep FoundationPit of Large Mansion of Nanchang International Business

作　　者：张景德[1] 应发生 张志泉 

机构地区：[1]南昌大学,江西南昌330029 [2]江南建筑设计院,江西上高336400

出　　处：《南昌水专学报》2002年第4期10-13,共4页Journal of Nanchang College of Water Conservancy and Hydroelectric Power

摘　　要：南昌国际商务大厦(31层、设地下室二层),基坑开挖深度9.5m,地质条件差,深基坑开挖直立边坡的支护难度大,采用土钉墙(喷锚网)支护方法成功解决了该工程实际问题.Nanchang international business mansion (31 storeys, with double-story basement), foundation pit depth was digged into 9.5m. The geology conditions are poor. There are some difficulties to support the upright side slope was strictly demanded about deep foundation pit digged. This real project problem wassuccessfully overcomed with the anchor-ground wall for support.

关 键 词：南昌国际商务大厦 深基坑 支护 土钉墙 喷锚网 锚杆 

分 类 号：TU942[建筑科学—建筑技术科学]