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汪传松. 隧道无槽爆破法研究[J]. 岩土工程学报, 2000, 22(5): 555-558.
引用本文: 汪传松. 隧道无槽爆破法研究[J]. 岩土工程学报, 2000, 22(5): 555-558.
Wang Chuansong. Research on the method of no-cut-holes blasting for tunnelling[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(5): 555-558.
Citation: Wang Chuansong. Research on the method of no-cut-holes blasting for tunnelling[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(5): 555-558.

隧道无槽爆破法研究

Research on the method of no-cut-holes blasting for tunnelling

  • 摘要: 传统的隧道有槽爆破 ,所需的炮孔多 ,炸药单耗量大 ,炮孔利用率低 ,爆网复杂 ,爆震强烈。针对这种情况 ,提出了一种隧道无槽爆破法。该法通过孔内分段起爆破和提高炮孔堵塞质量 ,在取消掏槽的基础上 ,使崩落炮孔的间距达到 2m左右 ,炮孔的利用率达到甚至超过 10 0 % ,崩落炮孔的分段数降至 6段以下 ,从而使炮孔数减少、炸药单耗和爆震明显降低

     

    Abstract: The traditional method of breaking in shot needs many blast holes and much explosive and it causes the small utilization rate of the drill holes, the complex blasting network and the intense blasting quake. In view of this condition,this paper puts out a method of blasting off solid for tunnelling. It increases the distance between the blasting holes to about 2 m and makes the utilization rate of the drill holes reaching or even more than 100%, and reduces the number of sections of the blasting network to 6 or less. On the basis of no cut holes blasting and intensifying the plugging ability,the number of blasting hole has been decreased and the quantity of explosive per each cub. meter of rock deminished and the intensity of the quake evidently lowered.

     

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