新庄煤矿高地应力煤岩大断面巷道支护技术研究
邹青海¹，刘扬²，张辉²
（1.庆阳新庄煤业有限公司，甘肃 庆阳 745000；2.煤矿安全技术国家重点实验室（中煤科工集团沈阳研究院有限公司），
辽宁 抚顺 113122）
摘要： 为解决新庄煤矿高地应力大断面巷道围岩变形剧烈的问题，基于高预应力强力支护技术，提出了高预应力强
力锚杆支护理论和设计原则，数值模拟了拱形巷道预应力分布特征及不同排距对预应力场的影响，并对运输大巷试验段
进行了矿压监测与分析，得出高预应力锚杆支护技术顶板离层小袁稳定性良好。研究为巷道支护参数优化提供了一定的
理论依据，可以有效保障高地应力大断面巷道的稳定性。
关键词： 大断面巷道；大埋深；高地应力；锚杆支护；围岩应力
中图分类号： TD353      文献标志码： A      文章编号： 2095-0802-(2023)10-0092-06
Support Technology for High Ground Stress Coal Rock Large Section Roadway in
Xinzhuang Coal Mine
ZOU Qinghai¹, LIU Yang², ZHANG Hui²
(1. Qingyang Xinzhuang Coal Industry Co., Ltd., Qingyang 745000, Gansu, China; 2. State Key Laboratory of Coal Mine Safety
Technology (CCTEG Shenyang Research Institute), Fushun 113122, Liaoning, China)
Abstract: In order to solve the severe deformation of the surrounding rock in the high stress and large section roadway of
Xinzhuang Coal Mine, based on the high pre-stressed strong support technology, the theory and design principles of high prestressed
strong anchor support were proposed. The distribution characteristics of pre-stress in the arch roadway and the impact of
different row spacing on the pre -stress field were numerically simulated. The rock pressure detection and analysis of the
experimental section of the transportation roadway showed that the high pre-stressed anchor support technology had small roof
separation and good stability. This provides a certain theoretical basis for the optimization of roadway support parameters, which
can effectively ensure the stability of the high stress and large section roadway.

Key words: large section roadway; large burial depth; high ground stress; anchor support; surrounding rock stress