Application of Hollow Grouted Anchor Cable in Coal Roadway of Compound Roof

Mingzhou Zhao; Renshu Yang; Juan Fang

doi:10.18311/jmmf/2017/26971

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Authors

Mingzhou Zhao
China University of Mining & Technology (Beijing), Beijing 100 08 ,CN
Renshu Yang
School of Mechanics & Civil Engineering, China University of Mining & Technology (Beijing), Beijing 100 083 ,CN
Juan Fang
School of Civil Engineering, Guizhou University of Engineering Science, Bijie 551 700 ,CN

DOI:

https://doi.org/10.18311/jmmf/2017/26971

Keywords:

Compound Roof, Coal Roadway, Hollow Grouted Anchor Cable, combined Arch, Bolt-grouting.

Abstract

With the increasing scale of coal mining, the deterioration of engineering geology condition brings great difficulty to roadway support. Main return way 5104 is coal roadway of the loose and cracked compound roof in Zhaozhuang coal mine, the compound roof is difficult to control by using traditional support measures which increase the walls shrink and the floor heave and greatly affect the normal excavation and safe production, or even initiated roof fall accident. Through methods of laboratory tests and field observation, based on the analysis of mineral composition, physical mechanics parameters and development degree of joint fissures, comprehensive analysed the mechanism of the road deformation and failure; expounded the supporting mechanism of the coal roadway with compound roof by means of numerical simulation and theoretical analysis, and proposed the design scheme of combined support of anchor net beam and hollow grouting anchor cable. The industrial test showed that, it achieved the integration of anchor injection by hollow grouting anchor cable, compared to the original support, roof convergence of the roadway is reduced by 76.3%, floor heave value of the roadway is reduced by 45.5%, two nearer quantity of the roadway is reduced by 79.2%, and achieved good results.