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王海, 黄选明, 朱明诚, 曹海东, 张雁. 露天矿煤层裂隙注浆材料性能与帷幕截流技术[J]. 煤炭科学技术, 2020, 48(11): 241-247.
引用本文: 王海, 黄选明, 朱明诚, 曹海东, 张雁. 露天矿煤层裂隙注浆材料性能与帷幕截流技术[J]. 煤炭科学技术, 2020, 48(11): 241-247.
WANG Hai, HUANG Xuanming, ZHU Mingcheng, CAO Haidong, ZHANG Yan. Study on grouting material performance and water-blacking curtain wall technology injection to coal seam in open coal mine[J]. COAL SCIENCE AND TECHNOLOGY, 2020, 48(11): 241-247.
Citation: WANG Hai, HUANG Xuanming, ZHU Mingcheng, CAO Haidong, ZHANG Yan. Study on grouting material performance and water-blacking curtain wall technology injection to coal seam in open coal mine[J]. COAL SCIENCE AND TECHNOLOGY, 2020, 48(11): 241-247.

露天矿煤层裂隙注浆材料性能与帷幕截流技术

Study on grouting material performance and water-blacking curtain wall technology injection to coal seam in open coal mine

  • 摘要: 露天矿位于内蒙古东部,矿坑涌水量大,补给源主要为地表河流,河水经深厚砂卵石层沿煤层隐伏露头渗入煤层,进而涌入矿坑,采用疏干井疏排矿坑涌水,造成水资源的巨大浪费和环境严重破坏,并增加露天矿生产成本,为此截断水源补给通道、减小矿坑涌水量、保护水资源,通过水泥粉煤灰浆液及掺加水玻璃的水泥粉煤灰-水玻璃双液浆的室内反复试验,研究了粉煤灰掺量对水泥粉煤灰浆液凝结时间、结石率及强度的影响,水玻璃对水泥粉煤灰液浆的凝胶时间、结石率和强度的影响,并针对露天矿煤层厚、补给范围广的特点,进行了现场注浆堵水试验。研究结果表明:水泥粉煤灰浆液的凝结时间与粉煤灰掺量呈线性正相关关系,水玻璃可有效降低水泥粉煤灰浆液的凝胶时间,凝胶时间与水玻璃掺量呈线性正相关关系,而与水泥含量呈线性负相关关系;结石率与粉煤灰、水玻璃掺量呈线性正相关关系;结石体强度与粉煤灰掺量呈线性负相关关系,而与水玻璃掺量近似呈线性正相关关系。掺入适量的水玻璃可控制浆液扩散距离、提高浆液结石率和结石体的强度,通过在该露天矿西北侧补给区域进行厚煤层注浆堵水试验,矿坑涌水量减少约12 000 m3/d,注浆效果显著,表明在厚煤层裂隙和空隙中注入水泥粉煤灰及水泥粉煤灰-水玻璃双液浆可截断渗水通道、减少矿坑涌水量。

     

    Abstract: The open pit mine is located in the eastern of Inner Mongolia. The water inflow from the mine is quite a lot. The supply source is mainly surface rivers. The river water penetrates into the coal seam through deep sand and pebble layer along the hidden outcrops of the coal seam, and then flows into the pit. Using the sparse well to drain the pit water causes huge waste of and serious damage to the environment, and increasing mine production cost. In order to cut off the supply channel, reduce the water inflow in the mine, and protect the water resources, the effects of fly ash on the setting time, concretion rate and strength of cement slurry were tested by in outdoor trials. At the same time, the effects of sodium silicate mixed in the cement slurry was tested. In view of the characteristics of coal seam thickness and wide supply range of River open pit mine, on-site grouting and water blocking test was carried out. The results show that the setting time is linearly positively correlated with the amount of fly ash. Sodium silicate can effectively reduce the setting time of cement fly ash slurry. There was a linear positive correlation between the setting time and sodium silicate content, and a linear negative correlation with cement content. The concretion rate was linearly positively correlated with the amount of fly ash and sodium silicate. While the strength was linearly negatively correlated with the amount of coal ash, but linearly positively correlated with the amount of sodium silicate. Mixing proper amount of sodium silicate can control the spreading distance of the slurry, increase the concretion rate and the strength. The thick coal seam grouting and water blocking test was carried out through the northwest side replenishment area of the open-pit mine. The mine water inflow was reduced by 12000 m3/d. The effect of the slurry is significant, indicating that injecting cement fly ash and cement fly ash-water glass double-liquid slurry into the cracks and voids of thick coal seams can cut off the seepage channel and reduce the water inflow in the mine.

     

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