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抗浮锚杆在玻璃工厂大型地坑中的应用探究

Discussion on Application of Anti-floating Anchor in Large Pit of Glass Factory
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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
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