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爆破切口高度对钢筋混凝土烟囱爆破拆除效果的影响OA北大核心CSTPCD

Influence of Blasting Cut Height on the Blasting Demolition Outcomes of a Reinforced Concrete Chimney

中文摘要英文摘要

为了研究爆破切口高度对120 m高钢筋混凝土烟囱爆破拆除效果的影响,通过有限元软件Ansys LS-DYNA建立了整体式模型.对2.5、3.0、3.5、4.0 m和4.5m的5 种爆破切口高度方案进行数值模拟,比较分析在各切口高度下结构的倒塌形态及运动时程曲线,并与实际工程进行对比.对不同爆破切口高度下筒体的倒塌范围、后坐距离、倒塌速度和前冲距离等参数进行研究.结果表明:爆破切口高度过小,会导致筒体产生较大的前冲距离;随着爆破切口高度的增加,筒体破碎倒塌范围逐渐变小,但是筒体下坐距离越来越大.通过对比分析,确定最佳爆破切口高度为3.5 m.实际倒塌效果和数值模拟结果基本吻合,数值模拟结果可靠.

In order to study the influence of blasting cut height on the blasting demolition outcomes of a 120 m-high reinforced concrete chimney,a comprehensive model was established using finite element software Ansys LS-DYNA.Five blasting cut height schemes of 2.5,3.0,3.5,4.0 m,and 4.5 m were numerically simulated,and the collapse morpholo-gy and motion time history curves of the structure at each cut height were compared and analyzed.It was also compared with engineering practice.A study was conducted on factors such as the collapse range,recoil distance,collapse speed,and forward impact distance of the cylinder under different blasting cut heights.Results show that a too small blasting cut height can lead to a larger forward impact distance of the cylinder.With the increase of blasting cut height,the range of collapse of the cylinder gradually decreases,but the downward impact distance of the cylinder also increases.Through comparative analysis,the optimal height of the blasting cut is determined to be 3.5 m.The actual collapse outcomes are basically con-sistent with the numerical simulation results,and the numerical simulation results are reliable.

高文乐;闫桐庆;孙鸿;寇玉明;刘卫东;徐明;段耀奎

山东科技大学土木工程与建筑学院(山东青岛,266590)保利澳瑞凯管理有限公司(山东威海,264205)德州市齐河县交通运输局(山东德州,251100)

土木建筑

钢筋混凝土烟囱爆破拆除切口高度数值模拟

reinforced concrete chimneyblasting demolitioncut heightnumerical simulation

《爆破器材》 2024 (004)

45-51,57 / 8

国家自然科学基金(51874189)

10.3969/j.issn.1001-8352.2024.04.007

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