Research and development of fully enclosed wire-shell support structure technology for deep soft rock roadway based on TRIZ theory

被引:4
|
作者
Yao, Weijing [1 ,2 ,3 ]
Wang, Chengjun [1 ]
Pang, Jianyong [2 ,3 ]
Liu, Yushan [1 ,2 ,3 ]
Zhang, Jinsong [2 ,3 ]
机构
[1] Anhui Univ Sci & Technol, Base innovat Methods Promot Applicat & Demonstrat, Huainan 232001, Anhui, Peoples R China
[2] Anhui Univ Sci & Technol, Sch Civil Engn & Architecture, Huainan 232001, Anhui, Peoples R China
[3] Anhui Univ Sci & Technol, Anhui Key Lab Min Construction Engn, Huainan 232001, Anhui, Peoples R China
关键词
D O I
10.1038/s41598-024-53972-7
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
The TRIZ theory was used to accurately discover the problems to be solved in the design of roadway surrounding rock control technology. This paper tried to solve the complex issue of surrounding rock control in deep roadways from a new perspective. Based on the functional component analysis and causal axis analysis of the problem's primary reason, simultaneously, the surrounding rock control technology was optimized through technical contradiction analysis, physical contradiction analysis, and substance and field model analysis. As a result, a fully enclosed wire-shell support technology was proposed. Finally, taking the typical soft rock roadway engineering of Pansan Coal Mine in Huainan Mining Area, Anhui Province, China, as the engineering background, the engineering application and effect evaluation were completed. This paper provides a reference for controlling the instability of deep soft rock roadways in coal mines. A new idea of optimizing roadway support engineering based on TRIZ theory was proposed.
引用
收藏
页数:13
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