基于SF6气体示踪的爆破孔致裂半径确定方法

    A method for determining fracturing radius of blasting holes based on SF6 gas tracing

    • 摘要: 致裂半径作为表征矿山爆破能量传递与岩体破碎效应的关键指标,其精准测定直接关系着爆破工程的安全性与能效性,然而受制于复杂地质构造的非均质性、动态裂纹演化机理的不可逆性及原位监测技术的局限性,当前致裂半径的原位检测仍存在显著技术瓶颈。针对这一工程难题,基于六氟化硫(SF6)气体独特的化学惰性、强扩散特性与高灵敏检测优势,提出1种基于SF6气体示踪原理的原位动态检测方法,并研制了多模块耦合的致裂半径检测系统,结合三维空间气体扩散浓度运移规律,识别SF6扩散场与裂隙发育定量关系。该系统集成供气单元(SF6储罐及稳压控制)、自适应封孔组件(耐压2.5 MPa)与分布式气体检测阵列(检测精度±0.1×10−6),通过气密管路、爆破孔、观测孔构建形成封闭式示踪气体循环监测系统。在雨汪煤矿10102顶抽巷掘进工作面开展爆破致裂原位试验,采用空间浓度梯度分析法,建立SF6扩散场与致裂半径的定量评价模型。结果表明:当SF6体积分数阈值设定为150×10−6时,爆破孔有效致裂半径达1.0 m(置信区间±0.15 m),其非对称分布特征与地质构造具有显著相关性。工程验证显示,基于该检测结果优化爆破参数后,单孔装药量降低17%,仍可满足裂隙扩展要求,验证了系统的工程适用性。

       

      Abstract: The fracturing radius, as a key indicator characterizing the energy transfer of mine blasting and the fragmentation effect of rock mass, its precise determination is directly related to the safety and energy efficiency of blasting engineering. However, due to the heterogeneity of complex geological structures, the irreversibility of the dynamic crack evolution mechanism and the limitations of in-situ monitoring technology, there are still significant technical bottlenecks in the in-situ detection of the fracturing radius at present. Aiming at this engineering problem, based on the unique chemical inertness, strong diffusion characteristics and highly sensitive detection advantages of sulfur hexafluoride (SF6) gas, an in-situ dynamic detection method based on the tracer principle of SF6 gas is proposed, and a multi-module coupled crack radius detection system is developed. Combined with the migration law of gas diffusion concentration in three-dimensional space, the quantitative relationship between the SF6 diffusion field and fracture development is identified. This system integrates the gas supply unit (SF6 storage tank and pressure stabilizing control), the adaptive sealing component (with a pressure resistance of 2.5 MPa), and the distributed gas detection array (detection accuracy of ±0.1×10−6), and forms a closed tracer gas circulation monitoring system through airtight pipelines, burst holes, and observation holes. In-situ blasting cracking tests were carried out at the 10102 top extraction roadway excavation face of Yuwang Coal Mine. The spatial concentration gradient analysis method was adopted to establish a quantitative evaluation model of SF6 diffusion field and cracking radius. The results show that: when the volume fraction threshold of SF6 was set at 150×10−6, the effective fracturing radius of the blast hole reached 1.0 m (confidence interval ± 0.15 m), and its asymmetric distribution characteristics were significantly correlated with the geological structure. Engineering verification shows that after optimizing the blasting parameters based on this detection result, a 17% reduction in the charge per hole can still meet the fracture propagation requirements, verifying the engineering applicability of the system.

       

    /

    返回文章
    返回