分层装药爆破间隔填塞长度优化研究Optimization on Interval Stemming Length of Blasting in layered Charge
叶海旺,汪柳俊,冉成,宁卫星,雷涛,房泽法,TAWUM Juvert Mabh,SIDI Mohamed Mahmoud,龙梅
摘要(Abstract):
分层装药爆破在工程中应用广泛,其具有良好的爆破减振和提高孔口堵塞段破碎等效果。但是在实践中,合理的中间填塞长度选择一直缺乏依据。通过有限元软件LSDYNA对90 mm孔径6 m深的炮孔分别建立中间填塞段长度为25~105 cm的五个模型,上、下药包装药量固定,耦合装药,以爆破损伤以及单元所受最大拉应力两个指标来分析填塞段长度对分层爆破效果的影响。结果表明:中间填塞长度过短,能量集中作用于中间段,会导致岩石过于粉碎;中间填塞长度的增加,孔口堵塞段岩体破碎效果也随之改善,填塞长度105 cm和25 cm相比,地表处单元所受最大拉应力增加了约1倍,但中间段破碎效果弱化;当中间填塞段长度为85 cm时,中间填塞段岩体和上部岩体均有较好的破碎效果;通过振动分析,中间填塞长度变化对离炮孔较远区域爆破振动的影响较小。基于数值模拟结果的工程试验表明,最佳中间填塞段长度为85~95 cm,较数值模拟结果稍大。
关键词(KeyWords): 控制爆破;中间填塞长度;损伤;最大拉应力
基金项目(Foundation): 国家自然科学基金资助项目(51274157);; 中央高校基本科研业务费专项资金资(2015IVA028)
作者(Author): 叶海旺,汪柳俊,冉成,宁卫星,雷涛,房泽法,TAWUM Juvert Mabh,SIDI Mohamed Mahmoud,龙梅
参考文献(References):
- [1]潘城,赵光明,孟祥瑞,等.爆炸荷载作用下围岩累积损伤效应的数值分析[J].爆破,2016,33(1):30-34.[1]PAN Cheng,ZHAO Guang-ming,MENG Rui-xiang.Numerical analysis of surrounding rock cumulative damage under explosion loading[J].Blasting,2016,33(1):30-34.(in Chinese)
- [2]郝亚飞,李海波,刘恺德,等.单自由面爆破振动特征的炮孔堵塞长度效应[J].岩土力学,2011,32(10):3105-3110,3142.[2]HAO Ya-fei,LI Hai-bo,LIU Kai-de.Blasthole stemming length effects of single free-face blasting vibration characteristic[J].Rock and Soil Mechanics,2011,32(10):3105-3110,3142.(in Chinese)
- [3]陈明,张俊,郑炳旭,等.基于现场混装的宽孔距空气间隔预裂爆破技术[J].爆破,2016,33(3):1-5.[3]CHEN Ming,ZHANG Jun,ZHENG Bing-xu.Wide-space and air-decking pre-splitting blasting technique based on explosive mixing-loading truck[J].Blasting,2016,33(3):1-5.(in Chinese)
- [4]赵新涛,程贵海,冯国建.炮孔堵塞长度的计算与实验研究[J].力学季刊,2010(2):165-171.[4]ZHAO Xin-tao,CHEN Gui-hai,FENG Guo-jian.Calculation and experimental study of blast-hole stemming length[J].Chinese Quart Erly of Mechanics,2010(2):165-171.(in Chinese)
- [5]唐廷,周健南,吴华杰,等.岩石中柱形装药爆破破坏区域的理论计算[J].爆破,2014,31(3):23-27.[5]TANG Yan,ZHOU Jiang-nan,WU Hua-jie.Theoretical calculation of breakage zones caused by cylindrical charge blasting[J].Blasting,2014,31(3):23-27.(in Chinese)
- [6]朱宽,周桂松,吴欣欣,等.煤层底板分层装药爆破数值模拟研究与应用[J].爆破,2015,32(2):72-77.[6]ZHU Kuang,ZHOU Gui-song,WU Xin-xin Numerical simulation research and application of layered charge in seam floor blasting[J].Blasting,2015,32(2):72-77.
- [7]张文煊,卢文波.龙滩水电站地下厂房开挖爆破损伤范围评价[J].工程爆破,2008(2):1-7.[7]ZHANG Wen-xuan,LU Wen-bo.Evaluation of blast-induced dam age zone in excavation blasting of LONGTAN underground workshop[J].Engineering Blasting,2008(2):1-7.(in Chinese)
- [8]冯春,李世海,周东,等.爆炸载荷作用下岩石损伤破裂过程的数值分析[J].岩土工程学报,2014(7):1262-1270.[8]FENG Chun,LI Shi-hai,ZHOU Dong.Numerical analysis of damage and crack process of rock under explosive loading[J].Chinese Journal of Geotechnical Engineering,2014(7):1262-1270.(in Chinese)
- [9]李顺波,杨军,邹宗山,等.间隔装药对岩石中应力波传播的数值分析[C]∥第十届全国工程爆破学术会议.中国广东广州,2012:52-56.[9]LI Sun-bo,YANG Jun,ZHOU Zong-shan.Numerical analysis of stress wave propagation using deck charge[C]∥The 10th National Conference on Blasting.China Guangdong Guangzhou,2012:52-56.(in Chinese)
- [10]陈宝心,杨勤荣.爆破动力学基础[M].武汉:湖北科技出版社,2005:131-137.
- [11]李新平,陈俊桦,李友华,等.溪洛渡电站地下厂房爆破损伤范围及判据研究[J].岩石力学与工程学报,2010,29(10):2042-2049.[11]LI Xin-ping,CHEN Jun-ye,LI You-hua.Study of criterion and damage zone induced by excavation blasting of underground power-house of XILUODU hydropower station[J].Chinese Journal of Rock Mechanics and Engineering,2010,29(10):2042-2049.(in Chinese)
- [12]孙丽.空气间隔轴向不耦合装药预裂爆破数值模拟研究[D].长沙:中南大学,2012:35-48.[12]SUN Li.Numerical simulation research of presplit blasting of axial decoupling with air-deck charge[D].Changsha:Central South University,2012:35-48.(in Chinese)
- [13]时党勇,李裕春,张建民.基于ANSYS/LS-DYNA8.1进行显式动力学分析[M].北京:清华大学出版社,2004:78-91.
- [14]康强.裂隙岩体空气间隔装药爆破数值模拟及试验研究[D].武汉:武汉理工大学,2012:13-29.[14]KANG Qiang.Numerical simulation and experimental study of air-deck charge blasting in fractured rock masses[D].Wuhan:Wuhan University of Technology,2012:13-29.(in Chinese)
- [15]王志亮,郑田中,李永池.岩石时效损伤模型及其在工程爆破中应用[J].岩土力学,2007,28(8):1615-1620.[15]WANG Zhi-liang,ZHEN Zhong-tian,LI Yong-chi.Time effect damage model of rock mass and its application to blasting engineering[J].Rock and Soil Mechanics,2007,28(8):1615-1620.(in Chinese)