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縫槽水壓爆破破巖載荷實驗研究

Experimental study on rock-breaking load in slot-hydraulic blasting

  • 摘要: 針對縫槽爆破中以空氣作為不耦合介質,其沖擊波和準靜態壓力較小、炸藥能量利用率低、破巖能力弱的問題,提出縫槽水壓爆破方法。利用水的微壓縮性,以及傳能效率高等特點,以水作為炮孔不耦合介質,提升縫槽爆破破巖載荷,開展其爆破破巖載荷特征研究。通過自主研發的縫槽爆破載荷測試實驗系統,分別開展縫槽空氣不耦合爆破和縫槽水壓爆破實驗。結果表明:水作為縫槽爆破不耦合介質,其沖擊波壓力峰值約是縫槽空氣不耦合爆破的35倍,沖擊波壓力上升沿更平緩,入射效率更高;其準靜態壓力峰值是縫槽空氣不耦合爆破的37~46倍,水壓爆破的準靜態壓力壓降緩慢,保壓時間更長。研究表明,縫槽水壓爆破的炸藥能量利用率高,爆炸載荷提升明顯。上述研究成果有助于深入認識縫槽水壓爆破破巖載荷特性,同時對該方法的工程應用提供理論和實驗支撐。

     

    Abstract: Slot blasting is widely used in mining and tunnel construction, municipal demolition, water conservation, hydropower, and other related projects due to its low cost and high efficiency. In the slot-blasting technique, it is necessary to break the rock efficiently and minimize the damage to the area surrounding the rock. Therefore, improving the blasting efficiency and explosive energy utilization rate as well as reducing the blasting vibration and excessive crushing of rocks are of great significance to the development of blasting engineering. When air spaced uncoupling medium is used in slot blasting, its rock-breaking efficiency is significantly low due to various factors such as generation of shock waves, low quasi-static pressure, low energy utilization rate of explosive, and weak rock-breaking ability. To improve the rock-breaking load of slot blasting, the slot-hydraulic blasting method was proposed. In this method, water is utilized as the uncoupling medium for slot blasting as water has better microcompressibility and high energy transfer efficiency; in addition, research on its characteristics under rock-breaking load was investigated. Slot blasting with air spaced uncoupling charge and slot-hydraulic blasting tests were carried out under the independently developed slot blast load test system. The test results show that the shockwave pressure of slot-hydraulic blasting tests is approximately 35 times that of the air uncoupling blasting method because of the generation of high-pressure shockwaves and the higher incident efficiency. The hydraulic blasting quasi-static pressure is 37–46 times that of the air spaced uncoupled blasting, the quasi static pressure drop of hydraulic blasting is slow, and the pressure holding time is longer. The research results reveal that the energy utilization rate in the slot-hydraulic blasting is high and the blasting load improvement is significant. These results may help to better understand the rock-breaking load characteristics of slot-hydraulic blasting and provide theoretical and experimental support for utilizing the method in engineering applications.

     

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