[1]秦花①,杨军①,彭先泽①,等.船坞围堰拆除爆破数值模拟及优化分析[J].爆破器材,2013,42(06):32-37.[doi:10.3969/j.issn.1001-8352.2013.06.007]
　QIN Hua,YANG Jun,PENG Xianze,et al.Numerical Simulation and Optimization Analysis for Demolition Blasting of Dock Cofferdam[J].EXPLOSIVE MATERIALS,2013,42(06):32-37.[doi:10.3969/j.issn.1001-8352.2013.06.007]
点击复制

船坞围堰拆除爆破数值模拟及优化分析()
分享到：

《爆破器材》[ISSN:1001-8352/CN:32-1163/TJ]

卷:
42
期数:
2013年06
页码:
32-37
栏目:
安全与测试
出版日期:
2013-12-20

文章信息/Info

Title:
Numerical Simulation and Optimization Analysis for Demolition Blasting of Dock Cofferdam
文章编号:
4643
作者:
秦花①; 杨军①; 彭先泽①; 陈大勇②
①北京理工大学爆炸科学与技术国家重点实验室（北京，100081）
②中国矿业大学煤炭资源与安全开采国家重点实验室（江苏徐州，221116）
Author(s):
QIN Hua①;  YANG Jun①;  PENG Xianze①;  CHEN Dayong②
①State Key Laboratory of Explosion Science and Technology, Beijing Institute of Technology (Beijing,100081) 
②State Key Laboratory of Coal Resources and Safe Mining, China University of Mining and Technology (Jiangsu Xuzhou, 221116)
关键词:
DDA; 数值模拟; 船坞围堰; 拆除
Keywords:
DDA;  numerical simulation;  dock cofferdam;  demolition
分类号:
TU746.5
DOI:
10.3969/j.issn.1001-8352.2013.06.007
文献标志码:
A
摘要:
利用DDA方法对船坞围堰的拆除爆破进行数值模拟，分析倾斜孔低水位、倾斜孔高水位、垂直孔和倾斜孔结合低水位以及垂直孔和倾斜孔结合高水位4种不同方案下的爆破特性和规律。研究结果表明：在某公司1#、2#船坞围堰的拆除爆破过程中，水位高低对倾斜孔装药影响不大，对垂直孔和倾斜孔结合装药有明显影响；垂直孔和倾斜孔结合装药高水位工况下形成的边坡较缓，低水位工况下形成的爆堆较低，容易产生水突然涌入坞门的现象；综合分析，选择倾斜孔装药爆破会得到更好的爆破效果。
Abstract:
DDA method was used to simulate the demolition blasting of dock cofferdam. Blasting characteristics and rules in 4 different states, including inclined holes low water level, inclined holes high water level, vertical holes combined with inclined holes low water level and vertical holes combined with inclined holes high water level, were analyzed. The results show that in the demolition blasting process of 1# and 2# dock cofferdam of a company, the water level has little effect on the charge of slant holes, but has significant effect on the combination of vertical holes and inclined holes. Vertical holes combined with inclined holes form a gentler slope in high water level, and a lower rock pile in low water level. Both of them may result water pour into dock instantly. Under the comprehensive analysis, it shows that the charge of inclined holes will get better blasting results.

参考文献/References:

［1］唐小再. 船坞围堰拆除爆破技术研究及工程应用［D］. 赣州：江西理工大学, 2011.
Tang Xiaozai. Blasting technology research and engineering application about the dock cofferdam demo lition ［D］. Ganzhou:Jiangxi University of Science and Technology, 2011.
［2］宋志伟，陈锋华，汪竹平，等. 船坞围堰爆破拆除过流控制研究及工程应用［J］. 工程爆破，2010,16(1):52-54.
Song Zhiwei, Chen Fenghua, Wang Zhuping, et al. Overflow control study and engineering application about dock cofferdam blasting demolition ［J］. Engineering Blasting，2010,16(1):52-54.
［3］陈俊海，仲彦. 浮船坞系船墩拆除施工技术［J］. 水运工程，2009(11):177-181.
Chen Junhai, Zhong Yan. Construction technology for demolishing of floating dock s mooring dolphins ［J］. Port & Waterway Engineering，2009(11):177-181.［4］吕庭刚，黄志强. 倾斜深孔爆破拆除船坞围堰［J］. 工程爆破，2007,13(1):62-65.
 Lü Tinggang, Huang Zhiqiang. Demolition of boatyard cofferdam by blasting with sloping deep holes［J］. Engineering Blasting，2007,13(1):62-65.
［5］金沐. 舟山长白岛1#和2#船坞围堰拆除爆破［J］. 工程爆破，2011,17(3):58-61.
 Jin Mu. Blasting demolition of 1# and 2# boatyard cofferdams in Changbai island and Zhoushan city［J］. Engineering Blasting，2011,17(3):58-61.
［6］张中雷，应海剑，李鸿飞，等.坞内充水条件下船坞围堰爆破网路的施工与防护［J］.爆破器材，2010,39(4):28-32.
 Zhang Zhonglei,Ying Haijian, Li Hongfei,et al.Construction and protection for blasting network of dock cofferdam under water filled condition［J］. Explosive Materials，2010,39(4):28-32.
［7］赵根，王秀杰,吴新霞，等. 三峡三期RCC围堰拆除爆破倾倒效果DDA模拟［J］. 固体力学学报，2006（S1）:148-154.
Zhao Gen, Wang Xiujie, Wu Xinxia, et al. DDA nume rical simulation of demolition blasting of TGPs Ⅲ-phase upstream RCC cofferdam ［J］. Acta Mechanica Solida Sinica, 2006(S1):148-154 .
［8］何传永，孙平. 非连续变形分析方法程序与工程应用［M］. 北京：中国水利水电出版社，2009.

相似文献/References:

[1]郭涛,高振儒,范磊,等.不同位置条件下减震沟减震效应的数值模拟[J].爆破器材,2010,39(02):7.
　GUO Tao,GAO Zhenru,FAN Lei,et al.Numerical Simulation of Damping Effect of Damping Ditch with Different Location[J].EXPLOSIVE MATERIALS,2010,39(06):7.
[2]朱铭颉,顾文彬,唐勇,等.炸高对侵彻效应影响试验和数值模拟研究[J].爆破器材,2010,39(02):31.
　ZHU Mingjie,GU Wenbin,TANG Yong,et al.The Experimental & Numerical Simulation of the Standoff Effect to Penetra[J].EXPLOSIVE MATERIALS,2010,39(06):31.
[3]张世林,周春桂,王志军,等.一种新型水射流切割器成型的仿真研究[J].爆破器材,2011,40(02):5.
　ZHANG Shilin,ZHOU Chungui,WANG Zhijun.Simulation and Research on Water Jet Formation of a New Type Molding Cutter[J].EXPLOSIVE MATERIALS,2011,40(06):5.
[4]姚志华,王志军,付璐,等.半正方形罩线型切割器的数值模拟研究[J].爆破器材,2011,40(02):11.
　YAO Zhihua,WANG Zhijun,FU Lu,et al.Numerical Simulation of Linear Cutter with Semi-square Liner[J].EXPLOSIVE MATERIALS,2011,40(06):11.
[5]刘好全,何洋扬,张洋溢.爆轰波斜入射金属材料的模拟计算[J].爆破器材,2009,38(06):1.
　LIU Haoquan,HE Yangyang,ZHANG Yangyi.Simulation on the Oblique Reflection of Detonation Waves at the ExplosiveMetal Interface[J].EXPLOSIVE MATERIALS,2009,38(06):1.
[6]安二峰,杨军,陈鹏万.高锰钢整铸辙叉爆炸硬化实践与研究[J].爆破器材,2009,38(02):25.
　AN Erfeng,YANG Jun,CHEN Pengwan.Study on Explosive Hardening of Hadfield Steel Rail Frogs[J].EXPLOSIVE MATERIALS,2009,38(06):25.
[7]徐全军,白帆,伍睿星.占据式聚能装药射流形成的数值模拟及试验研究[J].爆破器材,2011,40(03):11.
　XU Quanjun,BAI Fan,WU Ruixing.Numerical Simulation of Jet Formation by Shaped Charge with the Inhibitor and Experimental Investigation[J].EXPLOSIVE MATERIALS,2011,40(06):11.
[8]成凤生,宋浦,顾晓辉,等.TNT装药爆炸波在刚性平面上方传播反射的数值研究[J].爆破器材,2011,40(04):1.
　CHENG Fengsheng,SONG Pu,GU Xiaohui,et al.Numerical Investigation into the Propagation and Reflection of TNT Blast Wave above Rigid Plane[J].EXPLOSIVE MATERIALS,2011,40(06):1.
[9]史长根,尤峻,周祥,等.高压容器试验仓安全评估计算方法研究[J].爆破器材,2011,40(04):32.
　SHI Changgen,YOU Jun,ZHOU Xiang,et al.Study on Computational Method of Safe Evaluation for Test House of High Pressure Gases Vessel Explosion Hazards[J].EXPLOSIVE MATERIALS,2011,40(06):32.
[10]贾伟①②,吴国东①,王志军①,等.药型罩结构对环形爆炸成型弹丸形成的影响[J].爆破器材,2011,40(06):8.
　JIA Wei,WU Guodong,WANG Zhijun,et al.Influence of Liner Structure on Forming Process of Annular EFP[J].EXPLOSIVE MATERIALS,2011,40(06):8.

备注/Memo

备注/Memo:
收稿日期：2013-05-23
作者简介：秦花（1988~），女，硕士研究生，研究方向：安全技术及工程。
更新日期/Last Update: 2014-01-06