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Application study on bolt-grouting support technology of soft rock roadway crossing multi-layer in No. 1 mine of Yungaishan
Author: CHEN Zhao, LI Xiaojun,ZHANG Sheng,ZHU Lei, ZHAO Longgang, WANG Hui, WANG Yanzong Time: 2022-05-11 Counts:

doi:10.16186/j.cnki.1673-9787.2020080006

Received:2020/08/01

Revised:2020/09/23

Published:2022/05/15

 Application study on bolt-grouting support technology of soft rock roadway crossing multi-layer in No.1 mine of Yungaishan

CHEN Zhao1, LI Xiaojun1, ZHANG Sheng1, ZHU Lei1, ZHAO Longgang2, WANG Hui2, WANG Yanzong2

1.School of Energy and Engineering Henan Polytechnic University Jiaozuo 454000 Henan China;2.Henan Yongjin Energy Co. Ltd. Yuzhou  461670 Henan China

Abstract:According to the characteristics of the roadway in No. 1 mine of Yungaishanwhich is the multi-layer inclined soft rock strata in the driving process ,based on the observation of the structural properties and the li- thology analysis of surrounding rock ,combined with the numerical simulation method,the causes of asymmetric deformation of roadway were analyzed. And the idea and scheme of roadway non-uniform deformation control were put forward. The asymmetric deformation control of roadway was carried out by bolt-grouting support. The results showed that the distribution of the shallow , medium and deep fracture range of the two sides of the road- way was uneven, the roof and floor presented the characteristics of asymmetric deformation and failure, The slurry diffusion also presented the characteristics of significant difference , which was closely related to the uneven distribution of bedding and joints. The joint and bedding of fractured rock mass were cemented by the grou- ting method of combining the shallow and deep part of hollow anchor cable and high and low pressure , and the high-strength anchor mesh cable further compressed and strengthened the cemented bedding and joints. A full section support method combined support parameters of“ three times shotcreting + high-strength anchor mesh cable + hollow grouting anchor cable +floor hardening"had been designed. which had been successfully ap- plied in the field. It provided reference value to control the similar soft rock roadway crossing multi-layer.

Key words:soft rock roadway crossing multi-layer;asymmetrical deformation;grouting;bolt-grouting support;bedding

  云盖山一矿穿多层倾斜软岩巷道锚注支护技术应用研究_陈召.pdf

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