系统仿真学报 ›› 2018, Vol. 30 ›› Issue (4): 1384-1389.doi: 10.16182/j.issn1004731x.joss.201804021

• 仿真应用工程 • 上一篇    下一篇

煤炭开采复杂急倾斜岩层强制放顶爆破方案模拟分析

崔铁军1,2, 马云东2, 王来贵3   

  1. 1. 辽宁工程技术大学安全科学与工程学院,,辽宁 阜新 123000;
    2. 辽宁省隧道与地下结构工程技术研究中心,大连交通大学,辽宁 大连 116028;
    3. 辽宁工程技术大学力学与工程学院 阜新 123000
  • 收稿日期:2016-05-05 修回日期:2016-06-24 出版日期:2018-04-08 发布日期:2019-01-04
  • 作者简介:崔铁军(1983-),男,沈阳,博士后,讲师,研究方向为系统可靠性及力学系统稳定性。
  • 基金资助:
    国家自然科学基金(51704141, 51274110, 51474121, U1361211)

Simulation and Analysis of Forced Caving Blasting Scheme for Overburden Steep Inclined Strata in Coal Mining

Cui Tiejun1,2, Ma Yundong2, Wang Laigui3   

  1. 1. College of Safety Science and Engineering, Liaoning Technical University, Fuxin 123000, China;
    2. Tunnel & Underground Structure Engineering Center of Liaoning, Dalian Jiaotong University, Dalian 116028, China;
    3. School of Mechanics and Engineering, Liaoning Technical University, Fuxin 123000
  • Received:2016-05-05 Revised:2016-06-24 Online:2018-04-08 Published:2019-01-04

摘要: 为获得合理的采空区强制放顶爆破方案,根据上覆岩层的急倾斜性并伴有水平裂隙发育的实际情况,设置两组方案。通过爆破点设置范围不同,产生不同的爆破方向和爆破范围。分析上覆岩层运移和爆破产生裂隙的发育特点。爆破后上覆岩层运移范围较大,可发展至地表。横向爆破方案塌落影响范围较宽;而纵向爆破方案塌落影响范围较窄。横向爆破方案爆破后地面沉降深度比纵向爆破方案的地面沉降深度大20%。

关键词: 采矿工程, 急倾斜上覆岩层, 水平裂隙发育, 强制放顶爆破, 模拟

Abstract: According to the actual situation of overburden steep inclined strata with horizontal fracture, the reasonable goaf forced caving blasting schemes are studied. Considering overburden characteristic and representative, two schemes are put forward with the attachment perpendicular to their break point locations. By setting different places of blasting points, the different directions of blasting and blasting area are determined, and the overlying strata movement and development characteristics of blasting fracture are analyzed. The overlying strata movement range is larger and can develop to the surface after blasting; The conclusion is that the influence range of the fracture is wide in the level blasting scheme, while relatively narrow in the vertical blasting scheme; the ground subsidence of the level blasting scheme is 20% larger than that of the vertical blasting scheme.

Key words: Mining engineering, Steep overburden, Horizontal fracture, Forced caving blasting, Simulation

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