高地应力条件下高压空气爆破卸压增透技术实验研究

Technology of pressure relief and permeability enhancement with high pressure air blasting under high geo-stress

  • 摘要: 为探索高地应力条件下的非常规卸压增透技术,研究了深部矿井高压空气爆破卸压机理,分析了地面与井下气爆致裂煤体的差异性,构建了高地应力条件下高压空气爆破卸压范围的理论计算模型,以丁集煤矿为工程背景,理论计算了气爆致裂煤体的卸压范围;详细介绍了高压空气爆破技术与装备,开展了高压空气爆破的地面实验,得到了有、无位移约束2种条件下混凝土试件气爆破坏效果与破坏特征,分析了气爆压缩波反射作用对试件的破坏影响作用;开展了丁集矿的井下现场试验,研究了气爆卸压增透效果,分析了气爆前后钻孔瓦斯流量、瓦斯抽采量、衰减系数与透气性系数的变化特征,结合以往经验类比与理论计算,得到了气爆后卸压增透的最佳范围。研究结果表明:在气爆压力达到60 MPa左右时,有、无位移约束的混凝土试件破坏程度很高,主要呈现出径向断裂特征;在淮南丁集煤矿气爆后的煤层钻孔瓦斯流量是无气爆的6~8倍,瓦斯抽采量是气爆前的4~7倍,透气性系数是未气爆的5~1 050倍,衰减系数是未气爆的0.4倍,气爆的最佳卸压增透半径不超过2 m;首次气爆使爆孔周围煤体的力学性质得到弱化,相当于爆孔周围发生了卸荷效应,在二次气爆与高地应力共同作用下形成了较大的松动破坏范围,从而达到卸压增透目的。

     

    Abstract: To explore the unconventional technology for pressure relief and permeability enhancement under high geo- stress,the mechanism of pressure relief is studied by high pressure air blasting in deep mine. The difference of coal failure caused by air blasting between surface and underground is analyzed. The theoretical calculation model with pressure relief range of high pressure air blasting based on high geo-stress is established. Taking the Dingji Mine as an engineering example,the authors calculate the damage range of air blasting using the theoretical model. The technology and equipment of high pressure air blasting for pressure relief and permeability enhancement is introduced. The ground experiments of high pressure air blasting are carried out,and the damage effects and characteristics of concrete specimens are obtained with and without displacement constraints. The effect of compression wave induced by air blasting reflection on sample damage is analyzed. Based on the underground field tests,the effect of air blasting for pressure re- lief and permeability enhancement is studied. The transformation characteristics of gas flow,gas extraction,gas attenua- tion coefficient and permeability coefficient are analyzed before and after air blasting. Combined theoretical calculation and experience,the optimal range for pressure relief and permeability enhancement is obtained after air blasting. The results show that the damage extent of concrete samples with and without displacement constraints is remarkable and presents radial fracture characteristics under the nearly 60 MPa air pressure. In the Dingji Coal Mine of Huainan,the gas flow after air blasting is 6-8 times of that with non-air blasting,the gas extraction is 4-7 times of that before air blasting,the permeability coefficient is 5-1 050 times of that with non-air blasting,the attenuation coefficient is 0. 4 times of that with non-air blasting,and the optimal pressure relief radius is no more than 2 m. The first air blasting weakens the mechanical properties of coal around the blasting hole,which is equivalent to the unloading effect around the blasting hole. Under the combined action of secondary air blasting and high geo-stress,a large range of loosening damage is formed,thus achieving the purpose of pressure relief and permeability enhancement.

     

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