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防止软岩巷道底鼓的水平锚杆支护参数确定方法
引用本文:李和志,贺建清,赵永清,蒋鑫,龚杨.防止软岩巷道底鼓的水平锚杆支护参数确定方法[J].矿冶工程,2015,35(5):10-13.
作者姓名:李和志  贺建清  赵永清  蒋鑫  龚杨
作者单位:1.江西科技学院 南昌市材料研究与结构检测重点实验室, 江西 南昌 330098; 2.湖南科技大学 土木工程学院, 湖南 湘潭 411201; 3.湖南科技学院 土木与环境工程学院, 湖南 永州 425199; 4.湖南省核工业地质局306大队 地质工程勘察院, 湖南 衡阳 421007
基金项目:江西科技学院自然科学研究项目(ZR14YB08); 水能资源利用关键技术湖南省重点实验室开放研究基金项目(PKLHD201309); 江西科技学院规划建设学科项目(结构工程)
摘    要:提出了一种在巷道两帮打入水平锚杆用以防止软岩巷道底鼓现象的方法。在分析巷道底鼓产生原因的基础上, 结合抗滑桩绕流阻力理论, 从理论上确定了锚杆支护参数。在不考虑围岩内粘聚力的情况下, 对水平锚杆和底角锚杆防治软岩巷道底鼓的参数、施工工艺进行了对比, 列举了各自的优点与不足。

关 键 词:软岩  巷道  底鼓  锚杆支护  
收稿时间:2015-04-03

Parameters Determination for Horizontal Anchor Support in Controlling Floor Heave in Soft-Rock Tunnel
LI He-zhi,HE Jian-qing,ZHAO Yong-qing,JIANG Xin,GONG Yang.Parameters Determination for Horizontal Anchor Support in Controlling Floor Heave in Soft-Rock Tunnel[J].Mining and Metallurgical Engineering,2015,35(5):10-13.
Authors:LI He-zhi  HE Jian-qing  ZHAO Yong-qing  JIANG Xin  GONG Yang
Affiliation:1.Nanchang Key Laboratory of Material and Structure Detection, Jiangxi University of Technology, Nanchang 330098, Jiangxi, China; 2.School of Civil Engineering, Hunan University of Technology, Xiangtan 411201, Hunan, China; 3.School of Civil & Enviromental Engineering, Hunan University of Science and Engineering, Yongzhou 425199, Hunan, China; 4.Geological Engineering Survey Institute, Gelogical Bureau of Hunan Province Nuclear Industry Brigade 306, Hengyang 421007, Hunan, China
Abstract:Aiming at the floor heave in the soft-rock tunnel, it was proposed to set horizontal anchors on both sides of roadway. Based on the analysis of floor-heaving reason, anchor supporting parameters were determined with the theory of circle resistance of anti-slide pile. Without the internal cohesion taken into account, the supporting method by horizontal anchor was compared with that by ground anchor in terms of parameters and construction techniques. The pros and cons of each method were all listed.
Keywords:soft rock  tunnel  floor heave  anchor support  
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