共查询到17条相似文献，搜索用时 171 毫秒
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通过对掏槽爆破的实验研究,利用火药和猛炸药的联合装药方式,改变了以往的单一装药结构．模拟实验的结果表明,联合协同装药结构与单一装药结构的掏槽效果有着显著的区别．前者的掏槽效果要优于后者;同时通过炸药水下的测试结果表明,改进以后的装药结构的冲击波峰值压力的持续时间明显提高,即联合装药的爆炸生成气体量要大于单一装药,为爆破工程上快速高效的掘进提供了理论依据。 相似文献
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采用有限元软件AutoDyn,对TNT炸药起爆后爆炸冲击波遇到挡墙时的传播规律进行了三维数值模拟,分析了冲击波遇到挡墙时的反射高压及冲击波的环流汇聚作用。结果表明：冲击波遇到挡墙时将会产生反射高压;在比距离较小时,挡墙迎爆面的最大压力发生在挡墙底部;而随着比距离的增大,压力分布将沿挡墙高度趋于均匀。由于反射的作用,在挡墙前的地面上将会出现高压;当冲击波绕过挡墙时,在冲击波三个方向的绕射汇聚作用下,将会在墙后面一定区域内突然产生局部高压,并且随着传播的继续,这个区域不断的扩大,最后再次形成球面波传播。 相似文献
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随着中深孔爆破、光面爆破的广泛应用和岩巷快速掘进生产要求,反向爆破在生产过程中体现出了一定的优越性;主要探讨反向爆破的特点,通过对比正向爆破的装药结构、爆破冲击波作用效果、爆炸应力场对岩石的作用等方面;通过理论分析和实际生产中的应用,得出反向爆破无论是在爆破效果、掘进速度、爆破安全性等方面都有不同程度的提高,因此,在制定安全措施的前提下,采用毫秒延期、反向爆破,要优于正向爆破。 相似文献
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胡宗元 《实验室研究与探索》2019,(3)
研究设计了一种可以进行水下爆炸实验的新型设备,通过爆炸试验对设备的性能进行了实测,得到了一手的实验数据;通过对实验数据和实验现象的分析,探究了可能的成因,并对设备的可靠性做出了相应的评价。结果表明,此设备的各方面参数和性能可以满足相关中小型水下爆炸实验的需求。实践证明,该水下爆炸实验设备运行良好,达到了预期目的。 相似文献
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中学物理教材有关物态变化内容中,明确指出液体的沸点随气压的增大而升高,随气压的减少而降低。但晶体熔点是否与气压有关,教材及参考书中都没提到,以致有学生提出这一问题时我们无从回答或回答错误。其实晶体熔点也与气压有关。教材中说晶体有确定的熔点应是指在一定的气压下有确定的熔点;说冰的熔点是0℃,也同样是指一标准大气压下冰的熔点是0℃。 相似文献
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王玉贵 《河北能源职业技术学院学报》2004,4(4):50-52
本文为了防止在井下爆破中引起瓦斯、煤尘爆炸,详细介绍了爆炸材料的选用,装药结构和装药注意事项,炮眼封泥长度和封泥要求,起爆方式和联线网路,爆破制度和爆破规定。 相似文献
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本文采用射频磁控溅射方法制备了ＤｙＦｅＣｏ非晶磁光薄膜，研究了氩气压、溅射功率对ＤｙＦｏＣｏ薄膜性能的影响，实验表明：反射率随惶气压升高而降低，矫顽力随敢压升高而逐渐增大，达到一定值时克尔回线反应，随后矫顽力又逐渐减少，高气压下的矫顽力温度特性较低气压下的矫顽力温度特性要好，但氩气压进一步升高，磁光克尔回线矩形度变差，本征磁光克尔角随氩气压升高而增大，到达最大值后又逐渐减少。反射率随溅射功率增加而 相似文献
9.
中学物理教材有关物态变化内容中,明确指出液体的沸点随气压的增大而升高,随气压的减少而降低.但晶体熔点是否与气压有关,教材及参考书中都没提到,以致有学生提出这一问题时我们无从回答或回答错误.其实晶体熔点也与气压有关.教材中说晶体有确定的熔点应是指在一定的气压下有确定的熔点;说冰的熔点是0℃,也同样是指一标准大气压下冰的熔点是0℃. 相似文献
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城市地下过街通道是城市重要的交通系统组成部分,也经常会成为恐怖分子爆炸袭击的对象。为了更好的了解爆炸冲击波在地下过街通道中的传播规律,本文通过数值模拟分析了13KG炸药在通道爆炸后冲击波的传播。分析过程中分别考虑了炸药起爆位置及通道顶盖对冲击波传播的影响。分析结果表明当TNT在通道内起爆后,通道顶部的角落将受到更大的冲击波压力作用,当冲击波从出口向外传播时将发生明显的射流现象;当通道出口有顶盖时,炸药在出口的起爆将明显加强通道内部及出口梯道的压力峰值。 相似文献
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The explosion inside tunnel would generate blast wave which transmits through the longitudinal tunnel. Because of the close-in effects of the tunnel and the reflection by the confining tunnel structure, blast wave propagation inside tunnel is distinguished from that in air. When the explosion happens inside tunnel, the overpressure peak is higher than that of explosion happening in air. The continuance time of the blast wave also becomes longer. With the help of the numerical simulation finite element software LS-DYNA, a three-dimensional nonlinear dynamic simulation analysis for an explosion experiment inside tunnel was carried out. LS-DYNA is a fully integrated analysis program specifically designed for nonlinear dynamics and large strain problems. Compared with the experimental results, the simulation results have made the material parameters of numerical simulation model available. By using the model and the same material parameters, many results were adopted by calculating the model under different TNT explosion dynamites. Then the method of dimensional analysis was used for the simulation results. As overpressures of the explosion blast wave are the governing factor in the tunnel responses, a formula for the explosion blast wave over-pressure at a certain distance from the detonation center point inside the tunnel was derived by using the dimensional analysis theory. By comparing the results computed by the formula with experimental results which were obtained before, the formula was proved to be very applicable at some instance. The research may be helpful to estimate rapidly the effect of internal explosion of tunnel on the structure. 相似文献
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Numerical simulation of TNT underwater explosion was carried out with AUTODYN soft-ware. Influences of artificial viscosity and mesh density on simulation results were discussed. Deto-nation waves in explosive and shock wave in water during early time of explosion are high frequency waves. Fine meshes (less than 1 mm) in explosive and water nearby, and small linear viscosity co-efficients and quadratic viscosity coefficients (0.02 and 0.1 respectively, 1/10 of default values) are needed in numerical simulation model. According to these rules, numerical computing pressure profiles can match well with those calculated by Zamyshlyayev empirical formula. Otherwise peak pressure would be smeared off and upstream relative errors would be cumulated downstream to make downstream peak pressure lower. 相似文献
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Numerical simulation of TNT underwater explosion was carried out with AUTODYN software.Influences of artificial viscosity and mesh density on simulation results were discussed.Detonation waves in explosive and shock wave in water during early time of explosion are high frequency waves.Fine meshes (less than 1 mm) in explosive and water nearby,and small linear viscosity coefficients and quadratic viscosity coefficients (0.02 and 0.1 respectively,1/10 of default values) are needed in numerical simulation model.According to these rules,numerical computing pressure profiles can match well with those calculated by Zamyshlyayev empirical formula.Otherwise peak pressure would be smeared off and upstream relative errors would be cumulated downstream to make downstream peak pressure lower. 相似文献
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Plane charge explosion technique (PCET) is one of the major techniques frequently used in large-scale blast-resistant structure tests. An FEM model was established, which can simulate the process of air releasing from the blast cavity. The effects of the charge density, the interval of the charge strip, the distance of the charges from the structure, and the mass of backfill soil on the overpressures applied on the tested structures were analyzed by the FEM model. The quantitative relationships between the peak value and the duration of the overpressure and the above-mentioned affecting parameters were established. Agreement between numerical results and the test data was obtained. 相似文献
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The loads of shock wave effect on fabricated anti-blast wall and distribution law around the wall were investigated by using near surface explosion test method and FEM.The pressure-time histories and variety law on the foreside and backside of the anti-blast wall were adopted in the tests of variety of different explosion distances and dynamites,as well as in the comparison between the test and numerical calculation.The test results show that the loads of shock wave effect on the anti-blast wall were essen-tially consistent with calculation results using criterion under surface explosion when explosion distances exceed 2 m,the distribution of overpressure behind wall was gained according to variety law based on small-large-small.It is also demonstrated that the peak overpressure behind wall had commonly appeared in wall height by 1.5--2.5 multiples,and the peak overpressures of protective building behind wall could be reduced effectively by using the fabricated anti-blast wall. 相似文献
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FENG Jinji XIE Qingliang ZHAO Dayong 《天津大学学报(英文版)》2006,12(B09):228-232
When hitting underground structures directly or exploding in rock-soil media near underground structures, the conventional weapons with large charge weight will make underground structures be subjected to strong shock vibration and cause personal casualty and damage of precision electronic equipments, The shock vibration has become one of the cardinal killing means of weapons. However, the existing methods of predicting structure shock vibration are limited evidently. In this paper the coupling coefficient of acceleration in clayey soil is obtained firstly. Subsequently based on repeated experiments of chemical explosion, after dimension analysis and by using method of multivariate stepwise regression, the calculation formulae of shock vibration acceleration for the underground structure are obtained finally. The formulae consider top and side explosion respectively, taking into account the effects of penetration depth, charge weight, distance to explosion center, rock-soil media, size of structure and buried depth. They are easy to use with high practicability and degree of confidence, and can provide credible evidence for prediction of shock vibration and vibration isolating design of underground structure. 相似文献
17.
When hitting underground structures directly or exploding in rock-soil media near underground structures, the conventional weapons with large charge weight will make underground structures be subjected to strong shock vibration and cause personal casualty and damage of precision electronic equipments. The shock vibration has become one of the cardinal killing means of weapons. However, the existing methods of predicting structure shock vibration are limited evidently. In this paper the coupling coefficient of acceleration in clayey soil is obtained firstly. Subsequently based on repeated experiments of chemical explosion, after dimension analysis and by using method of multivariate stepwise regression, the calculation formulae of shock vibration acceleration for the underground structure are obtained finally. The formulae consider top and side explosion respectively, taking into account the effects of penetration depth, charge weight, distance to explosion center, rock-soil media, size of structure and buried depth. They are easy to use with high practicability and degree of confidence, and can provide credible evidence for prediction of shock vibration and vibration isolating design of underground structure. 相似文献