首页> 外文会议>Proceedings of the forty-fourth conference on explosives and blasting technique >Potential Impact of Blast Layout, Sequence and Detonator Timings on Air Overpressure from Blasting
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Potential Impact of Blast Layout, Sequence and Detonator Timings on Air Overpressure from Blasting

机译:爆破布局,顺序和雷管时间对爆破空气超压的潜在影响

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Air overpressure (AOP) from blasting can give rise to a significant number of blasting complaints from residents living adjacent to blasting operations from mines, quarries or civil engineering projects. High amplitudes of AOP are usually associated with the lateral movement of a vertical free face, but it can also be caused by the upward lifting and the venting of gases through the surface of the blast area.rnPrevious work has shown that AOP levels can be related to scaled distance (in the form of m.kg-1/3 or lb.ft-1/3). However the initiation pattern of multi-hole blasts in terms of blast layout and the timing and direction of firing of the detonators can have a significant effect on the resulting peak AOP in certain directions around the blast. This is due to the constructive reinforcement of the air blast from particular holes which can occur given a certain geometry and timing. The inherent timing scatter of pyrotechnic delay detonators means that this is unlikely to occur very often, although some constructive reinforcement producing higher than expected AOP values can still occur.rnIt is generally accepted that the use of extremely accurate electronic detonators offers the chance to control ground vibration levels. However, caution must be exercised as there will be occasions where, due to the precision and accuracy of the detonator timings, certain combinations of blast layout and initiation pattern can give rise to zones or lines of significantly higher levels of AOP than would be expected. Where these lines of constructive reinforcement coincide with local residential properties, planning limits may be exceeded and/or complaints may be received from the local community.rnA simple calculator has been developed to allow potential issues to be identified at the blast design stage, thereby enabling simple mitigation methods such as changing the initiation sequence to be used to avoid generating maximum AOP values at third party properties adjacent to the blasting operations.
机译:爆破产生的空气超压(AOP)可能引起居住在矿山,采石场或土木工程项目的爆破作业附近的居民发出的大量爆破投诉。 AOP的高幅度通常与垂直自由面的横向运动有关,但也可能是通过向上提升和通过爆炸区域表面排出气体而引起的。rn先前的工作表明,AOP的水平可能与至刻度距离(以m.kg-1 / 3或lb.ft-1 / 3的形式)。但是,就爆破布局以及雷管发射的时机和方向而言,多孔爆破的起爆模式可能会对爆炸周围的某些方向上的最终峰值AOP产生重大影响。这是由于在特定的几何形状和时机下,可能会发生的来自特定孔的鼓风的建设性增强。烟火延迟雷管固有的时间分散性意味着这种情况不太可能经常发生,尽管仍会发生一些产生高于预期AOP值的建设性加固。rn人们普遍认为,使用极为精确的电子雷管可提供控制地面的机会。振动水平。但是,必须谨慎行事,因为在某些情况下,由于雷管定时的精确性和准确性,喷砂布局和起爆模式的某些组合可能会导致AOP的水平或线明显高于预期。如果这些建筑加固线与当地住宅物业相吻合,则可能会超出规划限制和/或可能会收到当地社区的投诉。rn已经开发了一个简单的计算器,可以在爆破设计阶段识别出潜在问题,从而实现简单的缓解方法,例如更改启动顺序,以免在邻近爆破操作的第三方属性处生成最大AOP值。

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