Numerical Study on the Directional Blasting Collapse process of Chimney with High Combined Incision
XU Peng-fei1, LIU Dian-shu1, ZHANG Ying-cai2
1 China University of Mining&Technology(Beijing), School of mechanics and architectural engineering, Beijing 100083
2 School of Civil Engineering, Henan Polytechnic University, Jiaozuo 454000, Henan, China
Aiming at directional blasting demolition engineering of chimney with blasting cut height at about 100 meters in the complex environment, in order to study the influence of the combination incision of Triangle Rectangular and Inverted Triangle Rectangle for the collapse and stress process of chimney,two kinds of reinforced concrete chimney separate common node models were established and studied systematically using LS-DYNA software. The results shows that the neutral axis stabilization time of about 2~3s (incision coefficient K=0.56~0.58) is the key to prevent appearing too early sit down and forming a directional dumping trend of the chimney after the formation of blasting incision; The compressive stress of the concrete inside the support body is greater than that of the outer concrete, the Inverted Triangle Rectangle combination incision can delay the pressure shear failure and the speed of neutral axis backward than the triangle rectangular combination incisionwhich is conducive to achieve safe and exact orientation of the chimney; As the inverted triangle rectangle combination incision has some common features with inverted trapezoidal and inverted triangle trapezoid combination incision, the incision shape is recommended to use the inverted triangle incision in the directional blasting of high location incision of chimney.
徐鹏飞1,刘殿书1,张英才2. 烟囱高位组合切口定向爆破倒塌过程数值研究[J]. 振动与冲击, 2017, 36(15): 265-270.
XU Peng-fei1, LIU Dian-shu1, ZHANG Ying-cai2. Numerical Study on the Directional Blasting Collapse process of Chimney with High Combined Incision. JOURNAL OF VIBRATION AND SHOCK, 2017, 36(15): 265-270.
[1] 王希之, 吴建源, 闫军, 等. 高耸烟囱爆破拆除数值模拟及分析[J]. 爆破, 2013, 30(3):43-48.
WANG Xi-zhi, WU Jian-yuan, YAN Jun, et al. Analysis and numerical simulation of explosive demolition of towering chimney[J]. Blasting, 2013, 30(3):43-48.
[2] 齐世福, 王福刚, 薛峰松, 等. 180m高钢筋混凝土烟囱爆破拆除[J]. 爆破器材, 2010, 39(1): 26-28.
QI Shi-fu, WANG Fu-gang, XUE Feng-song, et al. Demolition of a 180m reinforced concrete chimney by directional blasting[J]. Explosive Material, 2010, 39(1): 26-28.
[3] 张英才, 范晓晓, 盖四海, 等. 240m高钢筋混凝土烟囱爆破拆除及振动控制技术[J]. 工程爆破, 2014, 20(5):18-22.
ZHANG Ying-cai, FAN Xiao-xiao, GAI Si-hai, et al. Blasting demolition of a 240m high reinforced concrete chimney and vibration control technology[J]. Engineering Blasting, 2014, 20(5):18-22.
[4] 王希之, 吴建源, 柴金全, 等. 3座180m高钢筋混凝土烟囱爆破拆除[J].爆破, 2012, 29(4):76-79.
Wang Xi-zhi, WU Jian-yuan, CHAI Jin-yuan, et al. Blasting demolition of three 180m high reinforced concrete chimneys[J].Blasting, 2012, 29(4):76-79.
[5] 程贵海, 刁约, 唐春海, 等. 80m高烟囱高位切口定向爆破拆除[J].爆破, 2014, 31(2):108-110.
CHENG Gui-hai, DIAO Yue, TANG Chun-hai, et al. Directional explosive demolition of 80m high chimney by high location cutting[J].Blasting, 2014, 31(2):108-110.
[6] 刘洪增, 段梅生, 张可玉. 210m高烟囱分次爆破[J].爆破, 2008, 25(4):59-61.
LIU Hong-zeng, DUAN Mei-sheng, ZHANG Ke-yu. Successful graded blasting of 210m high chimney[J].Blasting, 2008, 25(4):59-61.
[7] 徐冬梅, 蒋跃飞, 张正忠, 等. 复杂环境下高位切口爆破拆除钢筋混凝土烟囱[J].工程爆破, 2013, 19(4):34-37.
XU Dong-mei, JIANG Yue-fei, ZHANG Zheng-zhong, et al. High cutting blasting demolition of reinforced concrete chimney under complicated environment[J].Engineering Blasting, 2013, 19(4):34-37.
[8] 魏德, 李玉岐. 切口形状对烟囱拆除爆破倒塌过程的影响分析[J]. 爆破, 2008, 25(4):92-95.
WEI De, LI Yu-qi. Analysis of influence of cut shape on collapse of chimney demolition by controlled blasting[J]. Blasting, 2008, 25(4):92-95.
[9] P.Grassl, Dimitrios Xenos, Ulrika Nystrom, et al. CDPM2: A damage-plasticity approach to modelling the failure of concrete [J]. International Journal of Solids and Structures, 2013, 50: 3805-3816.
[10] Peter Grassl, Milan Jirasek. Damage-plastic model for concrete failure [J]. Science Direct, 2006, 43: 7166-7196.
[11] P Menetrey, K.J Willam. A triaxial failure criterion for concrete and its generation [J]. ACI Struct. J, 1995, 92: 311-318.
[12] 褚怀保, 徐鹏飞, 叶红宇, 等. 钢筋混凝土烟囱爆破拆除倒塌与受力过程研究[J]. 振动与冲击, 2015, 34(22):183-187.
CHU Huai-bao, XU Peng-fei, YE Hong-yu, et al. Collapse process and loading-bearing process of reinforced concrete chimney during blasting demolition[J]. Journal of vibration and shock, 2015, 34(22):183-187.
[13] 郑炳旭, 魏晓林, 陈庆寿. 钢筋混凝土高烟囱爆破切口支撑部破坏观测研究[J]. 岩石力学与工程学报, 2006, 25(增2):3514-3516.
ZHENG Bing-xu, WEI Xiao-lin, CHEN Qing-shou. Study on damage surveying of cutting-support of high reinforced concrete chimney demolished by blasting [J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25(增2): 3514-3516.
[14] 郑炳旭, 魏晓林, 陈庆寿. 钢筋混凝土高烟囱切口支撑部失稳力学分析 [J]. 岩石力学与工程学报,2007,26(1): 3348-3353
ZHENG Bing-xu, WEI Xiao-lin, CHEN Qing-shou. Study on damage surveying of cutting-support of high reinforced concrete chimney demolished by blasting [J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25(增2): 3514-3516.
[15] 言志信, 叶振辉, 刘培林. 烟囱定向爆破拆除倒塌过程[J]. 爆炸与冲击, 2010, 30(6): 607-613.
YAN Zhi-xin, YE Zhen-hui ,LIU Pei-lin. Collapsing process of high reinforced concrete chimney in blasting demolition[J]. Journal of Vibration and Shock, 2010, 30(6): 607-613.