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压力型岩锚锚固体应变测试及分析
引用本文:周裕利,芦黎.压力型岩锚锚固体应变测试及分析[J].广州建筑,2012(3):29-35.
作者姓名:周裕利  芦黎
作者单位:[1]广州市建筑科学研究院新技术开发中心有限公司,广州510440 [2]重庆大学土木工程学院,重庆400045
摘    要:采用一种体积较小的电阻应变砖,对软岩中压力型锚索在工作荷载作用下锚固段砂浆体内部三向应变进行了测试,通过对试验测试数据的分析,得出了压力型岩锚锚固体应变分布规律。采用软岩条件下的参数,推算出各测点锚固体应力大小,通过对锚固体的受力分析并与理论值进行对比,总结出软岩条件下锚固体应力分布特点,为压力型锚索的进一步理论研究和工程应用提供参考。

关 键 词:压力型锚索  软岩  锚固体  应变测试

Test and Analysze Strain on Anchorage Body of Pressure-type Rock Anchor
Authors:ZHOU Yu-li  LU Li
Affiliation:1. Technology Development Center of Guangzhou Institute of Building Science Co., Ltd., Guangzhou 510440) (2.College of Civil Engineering, Chongqing University, Chongqing 400045)
Abstract:Used a small volume resistance strain brick, tested the strain on the anchorage segment mortar of pressure-type anchor which in soft rock, under the action of working load. Obtained the strain distributions of pressure-type rock anchor through analysis of the experimental test data. Parameters in soft rock conditions, calculate each measuring point stress and distribution of anchorage body. In the end, compared with the theoretical value of anchorage body, summed up the anchorage body stress distribution of pressure-type rock anchor under the soft rock conditions, it will provide reference for further theoretical research and engineering applications of pressure-type rock anchor.
Keywords:pressure-type anchor  soft rock  anchorage body  strain test
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