复杂条件下大型地下室抗浮锚杆设计  

Design of anti-floating anchor for large basement under complicated condition

作　　者：何涛[1] 严力军[1] 刘俊[1] 

机构地区：[1]香港华艺设计顾问(深圳)有限公司,深圳518031

出　　处：《建筑结构》2013年第S1期902-905,共4页Building Structure

摘　　要：抗浮锚杆的采用是深基坑地下室底板常用的抗浮措施。锚杆的合理布置、锚杆的抗拉刚度、底板刚度、竖向荷载作用以及底板支座条件等,均对深基坑地下室抗浮计算有影响,需要进行详细的分析,因此,本文结合某个旧城改造的工程实例,探讨了复杂条件下大型地下室采用高强度钢筋抗浮锚杆进行的抗浮设计。The application of anti-floating anchor is mostly utilized in base plate for basement with deep foundation pit. Moreover,the anti-floating computation will be depended on several conditions not only such as the reasonable arrangement of anchors,tensile stiffness of anchors,base plate stiffness,the vertical load application,but also base plate support conditions,which intends further analysis will be necessarily needed. Hence,combined with an engineering example of old city reconstruction,the anti-floating design in a large basement with applied high strength reinforcement anti-floating anchor is studied.

关 键 词：抗浮锚杆 深基坑 高强钢筋 

分 类 号：TU93[建筑科学—结构工程]