摘要
针对玻璃工厂联合车间大型地坑的抗浮问题,全长粘结型非预应力锚杆是有效的解决途径。锚固体长度、杆体截面积、群锚效应验算、抗裂验算均是抗浮锚杆设计时的重点内容。在探讨抗浮锚杆设计过程中有关技术问题的同时,对施工控制要点和试验检测要求提出建议。
In view of anti-floating problem of large-scale pit in the joint workshop of glass factory,full-length bonded non-prestressed anchor is an effective solution.Lengths of anchorage body,cross-sectional area of rod body,the checking calculation of group anchor effect and crack resistance are the key contents in the design of anti-floating anchor.This paper discusses the technical problems in the design process of anti-floating anchor,and puts forward some suggestions on the construction control points and test detection requirements.
作者
武学文
何永新
薛颖
智珮蒂
WU Xuewen;HE Yongxin;XUE Ying;ZHI Peidi(Qinhuangdao Glass Industry Research and Design Institute Company Limited,Qinhuangdao 066000,China)
出处
《玻璃》
2021年第5期38-43,共6页
Glass
关键词
抗浮锚杆
抗浮设计
抗拔承载力
验收试验
非预应力锚杆
anti-floating anchor
design of anti-floating
uplift capacity
acceptance test
non-prestressed anchor