基于ANSYS的构造应力场条件下实体巷道锚杆支护模拟研究

王润生; 康志强; 周瑞龙; 于洋; 郭建文

基于ANSYS的构造应力场条件下实体巷道锚杆支护模拟研究

1.
唐山学院教务处
2.
河北理工大学资源与环境学院
3.
河北省矿业开发与安全技术重点实验室
4.
河北新烨工程技术有限公司矿山工程设计部

基金项目:

河北省自然科学基金项目资助(E2009000782)

河北省教育厅计划项目资助(2007454)

唐山市科学技术研究与发展指导计划项目资助(09110212a)

详细信息

中图分类号: TD353.6
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出版历程

Simulation Research of Bolt Supporting of Physical Tunnel in Tectonic Stress Field Based on ANSYS

1.
Dept. of Educational Administration of Tangshan College, Tangshan 063009, China. 2.College of Resources and Environment of Hebei Polytechnic University, Tangshan 063009, China. 3.Hebei Province Key

摘要

摘要: 在ANSYS大型有限元软件基础上开发了巷道锚杆辅助设计软件ANSYSBOLT;在该软件环境下,根据某工作面煤岩层的物理参数,建立了构造应力场条件下的实体巷道锚杆支护模型,并按照不同的埋藏深度、锚杆支护结构和预紧力条件,经软件分析计算,得出了实体巷道围岩应力及位移分布情况,进而分析了不同埋藏深度、锚杆支护和预紧力条件对巷道顶底板稳定性的影响,最终根据分析结果得出了可行的锚杆支护方案。现场试验结果验证了上述方法的可行性和有效性。
- 煤矿 /
- 实体巷道 /
- 锚杆支护 /
- 水平应力场 /
- 埋藏深度 /
- 预紧力 /
- ANSYS /
- 数值模拟
Abstract: A software for aided designing bolt of tunnel named ANSYSBOLT was designed on the basis of ANSYS finite element software. In the software environment, bolt supporting model of physical tunnel in tectonic stress field was structured according to physical parameters of coal and rock seam of some working face, and in conditions of different buried depth, bolt supporting structure and pre-tightening force, distributions of stress of surrounding rock of physical tunnel and its displacement were analyzed and calculated by ANSYSBOLT software. Then influence of different buried depth, bolt supporting structure and pre-tightening force on stability of roof and floor of tunnel was analyzed and finally feasible scheme of bolt supporting was gotten according to the analysis result. The field test result showed the above method is feasible and reliable.
- coal mine, physical tunnel, bolt supporting, horizontal ground stress, buried depth, pre-tightening force, ANSYS, numerical simulation /