复杂环境下108 m高造粒塔定向控制拆除爆破Directional controlled blasting demolition of 108 m high prilling tower in complicated environment
薛克军;胡坤伦;杨辉;夏治园;韩体飞;李毅;宋凡平;
XUE Ke-jun;HU Kun-lun;YANG Hui;XIA Zhi-yuan;HAN Ti-fei;LI Yi;SONG Fan-ping;School of Chemical Engineering, Anhui University of Science and Technology;Corporation of Lei Ming Ke-hua;
摘要(Abstract):
为拆除复杂环境下108 m高造粒塔,在仔细分析造粒塔周围环境和拆除技术难点的基础上,结合数值模拟验证了方案的可行性,采用定向控制爆破的方法成功拆除该造粒塔。结果表明:数值模拟计算出造粒塔顶端节点在竖直方向(z)和倒塌方向(y)的位移均为108 m,竖直下落的速度未发生突跃,非倒塌方向(x)位移几乎为0,造粒塔倒塌充分,倒塌过程中未出现偏移和后坐;采用梯形爆破切口,切口圆心角为216°,切口高度为7 m,北偏西6°定向倾倒的爆破方案拆除效果良好;起爆后,造粒塔按预定方向顺利倒塌,且实际倒塌过程和模拟倒塌过程基本一致,本次采用的数值模型可对同类工程实践起到一定的指导作用。
In order to dismantle the 108 m high prilling tower in a complex environment, the surrounding environment of the prilling tower and the technical difficulties were carefully analyzed, and the method of directional controlled blasting was decided for demolition after the verification by the numerical simulation. The prilling tower was successfully demolished. The results show that the numerical simulation calculated that the displacements of the top node of the prilling tower in the vertical direction(z) and the collapse direction(y) are both 108 m, the vertical falling speed does not make a sudden jump, and the displacement in the non-collapsing direction(x) is almost 0. The prilling tower collapsed sufficiently with no backward collapse occurred during the collapse. The trapezoidal blasting cut is adopted, the central angle of the incision is 216°, and the cut height is 7 m. The blasting plan of directional dumping in the direction of 6°north to west brings good demolition effect. After the detonation, the prilling tower collapsed smoothly in the predetermined direction, and the actual collapse process was basically the same as the simulated collapse process, the numerical model played a certain guiding role in engineering practice.
关键词(KeyWords):
拆除爆破;造粒塔;定向倒塌;安全校核;数值模拟
demolition blasting;prilling tower;directional collapse;safety check;numerical simulation
基金项目(Foundation): 国家自然科学基金青年科学基金资助项目(51604009)
作者(Authors):
薛克军;胡坤伦;杨辉;夏治园;韩体飞;李毅;宋凡平;
XUE Ke-jun;HU Kun-lun;YANG Hui;XIA Zhi-yuan;HAN Ti-fei;LI Yi;SONG Fan-ping;School of Chemical Engineering, Anhui University of Science and Technology;Corporation of Lei Ming Ke-hua;
DOI: 10.19931/j.EB.20200206
参考文献(References):
- [1] 涂立冬.高耸烟囱拆除爆破数值模拟研究[D].武汉:武汉理工大学,2014.TU L D.Numerical simulation study on demolition and blasting of towering chimney[D].Wuhan:Wuhan University of Technology,2014.
- [2] 汤用泉,涂胜,李俊友.引入建筑物固有振动频率在烟囱拆除爆破中的实践[J].价值工程,2016,35(15):158-160.TANG Y Q ,TU S,LI J Y.The practice of introducing building natural frequency in chimney demolition and blasting[J].Value Engineering,2016,35(15):158-160.
- [3] 方桂富,余兴春,张孟昌,等.两座高105 m冷却塔相向爆破拆除[C]//郑炳旭.中国爆破新技术Ⅲ.北京:冶金工业出版社,2012.FANG G F,YU X C,ZHANG M C,et al.Demolition of two 105 m high cooling towers by opposing blasting[C]//ZHENG B X.China New Blasting Technology Ⅲ.Beijing:Metallurgical Industry Press,2012.
- [4] 王江平,王仕文.5层砖混结构楼房的爆破拆除和效果分析[J].爆破,2011,28(4):73-76.WANG J P,WANG S W.Blasting demolition and effect analysis of a 5-story brick-concrete structure building[J].Blasting,2011,28(4):73-76.
- [5] 金骥良.拆除爆破设计与施工[M].北京:中国铁道出版社,2004.JIN J L.Design and construction of demolition blasting[M].Beijing:China Railway Press,2004.
- [6] 盖四海.90 m高造粒塔控制爆破拆除[J].工程爆破,2016,22(6):55-57.GAI S H.Controlled blasting demolition of 90 m high prilling tower [J].Engineering Blasting,2016,22(6):55-57.
- [7] 涂胜,周献忠,胡方华.复杂环境下85 m两并立钢筋混凝土烟囱爆破拆除[J].爆破,2018,35(4):99-103.TU S,ZHOU X Z,HU F H.Blasting demolition of 85 m two sideby side reinforced concrete chimney under complex environment [J].Blasting,2018,35 (4):99-103.
- [8] 袁绍国,王宗国.破损倾斜烟囱的定向倾倒爆破及效果分析[J].爆破,2004,21(4):48-49,67.YUAN S G,WANG Z G.Directional dumping blasting of damaged inclined chimney and its effect analysis [J].Blasting,2004,21(4):48-49 ,67.
- [9] 陈德志,丁帮勤,何国敏,等.复杂环境下210 m烟囱定向爆破拆除[J].爆破,2012,29(2):72-75,79.CHEN D Z,DING B Q,HE G M,et al.Directional blasting demolition of 210 m chimney under complex environment [J].Blasting,2012,29 (2):72-75 ,79.
- [10] 江林,马华,李小兵,等.一种框剪结构高层建筑多向多重折叠爆破方法:CN101967888A[P].2011-02-09.JIANG L,MA H,LI X B,et al.A multi-directional multi fold blasting method for high-rise building with frame shear wall structure:CN101967888A[P].2011-02-09.
- [11] 国家安全生产监督管理总局.爆破安全规程:GB 6722-2014[S].北京:中国标准出版社,2015.State Administration of Work Safety.Safety regulations for blasting:GB 6722-2014[S].Beijing:China Standards Press,2015.
- [12] 周家汉.爆破拆除塌落振动速度计算公式的讨论[J].工程爆破,2009,15(1):1-4,40.ZHOU J H.Discussion on calculation formula of collapse vibration velocity in blasting demolition [J].Engineering Blasting,2009,15 (1):1-4 ,40.
- [13] 汪旭光,于亚伦.拆除爆破理论与工程实例[M].北京:人民交通出版社,2008.WANG X G,YU Y L.Demolition blasting theory and engineering examples[M].Beijing:People's Communications Press,2008.
- [14] 叶家明,戴春阳,李洪伟,等.伞形水塔拆除爆破关键参数计算与数值模拟[J].爆破,2020,37(4):106-110,144.YE J M,DAI C Y,LI H W,et al.Calculation and numerical simulation of key parameters for demolition blasting of umbrella shaped water tower [J ].Blasting,2020,37(4):106-110,144.
- [15] 刘伟,叶家明,胡彬,等.高强度钢筋混凝土结构楼房拆除爆破及数值模拟[J].安徽理工大学学报(自然科学版),2020,40(2):19-27.LIU W,YE J M,HU B,et al.Demolition blasting and numerical simulation of high strength reinforced concrete structure building [J].Journal of Anhui University of Technology (Natural science edition),2020,40 (2):19-27.
- [16] 汪高龙,王潇,李跟,等.复杂环境90 m高双曲线冷却塔拆除爆破[J].工程爆破,2021,27(1):62-68.WANG G L,WANG X,LI G,et al.Demolition blasting of 90 m high hyperbola cooling tower in complicated environment[J].Engineering Blasting,2021,27(1):62-68.
- [17] 马世明,余兴春,任少华,等.复杂环境下14层框剪楼房折叠拆除爆破[J].工程爆破,2021,27(1):69-73,78.MA S M,YU X C,REN S H,et al.Folding demolition blasting of 14-storey frame shear building in complex environment[J].Engineering Blasting,2021,27(1):69-73,78.
- 拆除爆破
- 造粒塔
- 定向倒塌
- 安全校核
- 数值模拟
demolition blasting - prilling tower
- directional collapse
- safety check
- numerical simulation
- 薛克军
- 胡坤伦
- 杨辉
- 夏治园
- 韩体飞
- 李毅
- 宋凡平
XUE Ke-jun- HU Kun-lun
- YANG Hui
- XIA Zhi-yuan
- HAN Ti-fei
- LI Yi
- SONG Fan-ping
- School of Chemical Engineering
- Anhui University of Science and Technology
- Corporation of Lei Ming Ke-hua
- 薛克军
- 胡坤伦
- 杨辉
- 夏治园
- 韩体飞
- 李毅
- 宋凡平
XUE Ke-jun- HU Kun-lun
- YANG Hui
- XIA Zhi-yuan
- HAN Ti-fei
- LI Yi
- SONG Fan-ping
- School of Chemical Engineering
- Anhui University of Science and Technology
- Corporation of Lei Ming Ke-hua