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METHOD FOR PROTECTION OF STATIONARY CONSTRUCTIONS AGAINST NEGATIVE EFFECT OF SEISMIC ENERGY OF BLAST OPERATIONS AT IRON ORE ENTERPRISES

机译:铁矿企业爆炸作业地震能负作用的静止结构防护方法

摘要

Method for protection of stationary constructions against negative effect of seismic energy of blast operations at iron-ore enterprises includes drilling in block rows of vertical main wells with diameter d and depth at distance between the rows of those wells and between the wells in the row, and the lengths of the rows that are equal, respectively, to H, h and L, with charging those and with short-delay firing. At that near the nearest to the construction protected of the row of main wells with diameter d, near each of those, at distance h, that is equal to (1.5-2.0)d, at the side opposite from the protected construction, one drills a row of additional inclined wells with same diameters d and depth , that is not less than 0.9H, at angle , equal to 45-55°, to horizontal plane, and in the opposite from the protected construction direction, in direction of vertical plane that goes through respective main well of the row and the nearest point of the protected construction one performs charging of all the wells and sequential short-delay firing of the charges of ES of all the rows of the wells. At that firing is started from the row of additional wells with formation in the massif between two rows of main wells that are most close to the protected construction, and by the whole length L of those of a continuous long depression, the side surfaces of that one serve as focusing, accumulating and guides of fluxes of seismic energy generated by explosions of the changes of ES of the rows of main wells in direction from the protected construction to continuous long depression with throwing out the broken mass from the construction out of the boundaries of the broken massif.
机译:在铁矿石企业中,保护固定结构免受爆破作业的地震能量的负面影响的方法包括:在垂直主井的区块行中钻探直径为d且深度在这些行的行之间以及行之间的距离的深度,行的长度分别等于H,h和L,并对其进行充电并使用短延时触发。在距离直径为d的一排主井最接近受保护结构的位置处,在距离h等于(1.5-2.0)d的每口主井附近,在与受保护结构相反的一侧钻一个钻头在与水平面成45-55°角且与受保护的施工方向相反的垂直平面方向上的一排附加的倾斜井,这些倾斜井具有相同的直径d和深度(不小于0.9H)穿过相应排的主要井和受保护结构的最近点的井执行所有井的装料,并依次对所有井排的ES装药进行短时点火。从那排额外的井开始点火,在两排主井之间最靠近受保护结构的地块中形成地层,并以连续长洼地的整个长度L计,一种方法是集中,累积和引导地震能量通量,该地震能量通量是从受保护的构造到连续的长时间凹陷的方向上爆炸的主要井排的ES的变化而产生的,从而将破碎的质量从构造中排除在边界之外断断续续的断层。

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