临时建筑:迅速竖立起来的临时建筑,防止强烈的爆炸

A. I. Аbakumov, Y. B. Bazarov, E. A. Veselova, A. Vyalykh, A. V. Gubachev, S. Lobastov, I. Safronov, V. I. Tsypkin, A. Smirnov
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引用次数: 0

摘要

提出了一种快速搭建的临时结构的设计方法,将强爆炸的不利因素降低到对人员和建筑结构都安全的水平。保护结构由三个独立的金属框架组成,上部开放,相互焊接或螺栓连接,并覆盖金属型材。每个框架都装有装满水的水密布。对空气冲击波的阻尼进行了数值模拟,并对一个全尺寸快速搭建的临时保护结构进行了测试,该结构与安装在汽车上的一个国产100公斤当量爆炸装置的爆炸有关。采用水动力公式对爆炸过程及其对防护结构的影响进行了数值模拟,其中将破坏开始前的结构视为刚性不可变形体。计算结果表明,矩形框架比梯形框架更有效。空气冲击波的参数是用spk传感器测量的,根据国家注册方法“SVР20-VUV”的认证和注册,提供的压力振幅测量精度不超过±11%。将数值计算结果与防护结构设计方案的试验结果进行了比较。在没有防护结构的情况下,压力峰值的数值和实验数据很好地符合萨多夫斯基的地面爆炸公式。在防护结构前后控制点处得到的空气冲击波到达时间和沿其前缘的最大压力值,数值计算和实验结果符合测量精度。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A RAPIDLY ERECTED TEMPORARY STRUCTURE PROTECTING FROM POWERFUL EXPLOSIONS
A design of a rapidly erected temporary structure reducing adverse factors of a powerful explosion to the levels safe both for people and building structures is proposed. The protective structure consists of three separate metal frames with the open upper part, welded or bolted to each other and covered with metal profile. Each frame houses reservoirs of watertight cloth filled with water. Damping of an air shockwave has been numerically modeled, and a full-scale rapidly erected temporary protective structure has been tested with an explosion of a home-made 100kg-trotil equivalent explosive device installed in a car. The explosion process and its impact on the protective structure were numerically modeled in a hydrodynamic formulation, where the structure prior to the beginning of failure was regarded as a rigid non-deformable body. According to the computational results, a rectangular geometry of the frame is more effective than a trapezoidal one. The parameters of the air shockwave were measured with SPK-sensors according to the certified and registered in the State Register methodology “SVР20-VUV” providing measurement of pressure amplitudes to the accuracy of not more than ±11 %. The numerical results are compared with the results of tests of the proposed design of a protective structure. The numerical and experimental data on the peak value of pressure without the protective structure satisfactorily agree Sadovskiy's formula for a ground explosion. Times of arrival of the air shockwave and maximal pressures along its front in the control points in front of and behind the protective structure obtained numerically and experimentally agree within measuring accuracy.
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