Liaoning University

Northeastern University

Beijing Chengtian Hengye Coal Mine Equipment Co. Ltd

Lianpeng Dai

Yishan Pan

Aiwen Wang

Hongying Wang

Yonghui Xiao

Zhicai Chen

Jun Liu

A model selection method for a hydraulic support includes: determining a surrounding rock-support mutual feedback equilibrium curve under a first equivalent in-situ stress and a surrounding rock-support mutual feedback equilibrium curve under a second equivalent in-situ stress, according to the first equivalent in-situ stress, the second equivalent in-situ stress, a stress of a fracture zone on a softening zone under the first equivalent in-situ stress, and a stress of the fracture zone on the softening zone under the second equivalent in-situ stress; determining a support strength of a to-be-selected hydraulic support on the surrounding rock and a minimum expansion and contraction quantity required by a movable column according to the equilibrium curves; determining the residual burst energy that needs to be absorbed by the hydraulic support; and determining the hydraulic support matched with roadway. The method quantitatively achieves parameterized model selection of the bursting-preventing hydraulic support of roadway.

Determining method for bursting-preventing parameter of roadway support for rock burst in coal mine, and system thereof

A method for controlling drilling for rock burst prevention drilling in a coal mine roadway is provided. The method comprises: acquiring rock mechanical parameters of coal mass in surrounding rock of a roadway to be subjected to burst-preventing drilling construction, and calculating a surrounding rock critical softening depth, a critical ground stress and a critical mining peak stress for rock burst initiation in the roadway; calculating a critical mining-induced stress index of the roadway to realize quantification of burst risk; then determining critical conditions for drillhole burst and a quantitative relationship between the critical conditions for drillhole burst and for roadway rock burst initiation; quantitatively determining construction parameters of burst-preventing drillholes according to the surrounding rock critical softening depth, a critical plastic softening zone radius for drillhole burst, and the critical mining-induced stress index; and controlling a drilling machine to operate according to the determined construction parameters.

Method and apparatus of controlling drilling for rock burst prevention in coal mine roadway

The present invention discloses a self-anchored opposite-pulling anti-impact anchor cable for sectional coal pillars and a using method thereof. The anchor cable includes a steel strand (), with an energy-absorbing and yielding terminal () and a stressed expansion-cracking terminal () respectively fixed to two ends of the steel strand, a bushing () sleeved outside the steel strand, a first lock () provided at one end of the steel strand and a second lock () provided at the other end of the steel strand; the stressed expansion-cracking terminal includes a self-anchored bushing () with a plurality of pre-splitting lines () arranged in the wall of the self-anchored bushing. Under stress, the wall of the self-anchored bushing cracks along the pre-splitting lines and bends and expands, so that it abuts against and is self-anchored to the edge of a sectional coal pillar at the outer side.

Self-anchored opposite-pulling anti-impact anchor cable for sectional coal pillars and using method thereof

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Beijing, China

Lianpeng Dai