强挤压型隧道锚杆支护参数的确定  

DETERMINATION OF PAREMETERS FOR BOLTS IN STRONG EXTRUSION TUNNEL

作　　者：张德华[1,2] 王梦恕[1] 符华兴 孔恒[1] 

机构地区：[1]北京交通大学隧道试验与研究中心 [2]太原理工大学建筑与环境学院太原030024 [3]中铁五局(集团)有限公司

出　　处：《岩石力学与工程学报》2004年第13期2201-2204,共4页Chinese Journal of Rock Mechanics and Engineering

摘　　要：针对强挤压型隧道锚杆支护参数因无工程类比而存在的问题,提出了基于对数螺线角确定强挤压型隧道锚杆支护参数的方法。围岩作用于锚杆的区域可分为竖向受拉力区和强挤压受剪或水平受拉区。建立了一套确定锚杆支护参数的方法,并已成功地应用于家竹箐隧道。The previous design methods of bolt in tunnel are based on empirical analogy and simple theoretical method. Because monitoring data and relative factors are not fully considered,the reasonality and safety of design by them are not assured in complex and variable circumstances and they cannot be applied in the cases without analogous examples. So based on the first case of strong extrusion tunnel in China,the determination of rock bolt parameters in strong extrusion tunnel is discussed. A method based on the logarithm spiral angle is put forward in this article. And its application is discussed in detail. It is presented that the zone where the bolts are affected by surrounding rocks can be divided in two zones,the vertical tension zone and the strong extrusion shear zone or the horizontal tension zone. And the load with which surrounding rock acts on bolts is also given. Based on the case of Jiazhuqing tunnel,the process of the method is illustrated and the method is proved.

关 键 词：隧道工程 强挤压型隧道 对数螺线角 荷载 锚杆支护 围岩 

分 类 号：U455.71[建筑科学—桥梁与隧道工程]