曹海东, 苗贺朝, 迟赞, 高思华. 基于低强度抗渗混凝土的露天煤矿帷幕截水技术[J]. 煤田地质与勘探, 2020, 48(4): 61-67,73. DOI: 10.3969/j.issn.1001-1986.2020.04.009
引用本文: 曹海东, 苗贺朝, 迟赞, 高思华. 基于低强度抗渗混凝土的露天煤矿帷幕截水技术[J]. 煤田地质与勘探, 2020, 48(4): 61-67,73. DOI: 10.3969/j.issn.1001-1986.2020.04.009
CAO Haidong, MIAO Hechao, CHI Zan, GAO Sihua. Water cutoff curtain technology of open-pit coal mine based on low strength impermeable concrete[J]. COAL GEOLOGY & EXPLORATION, 2020, 48(4): 61-67,73. DOI: 10.3969/j.issn.1001-1986.2020.04.009
Citation: CAO Haidong, MIAO Hechao, CHI Zan, GAO Sihua. Water cutoff curtain technology of open-pit coal mine based on low strength impermeable concrete[J]. COAL GEOLOGY & EXPLORATION, 2020, 48(4): 61-67,73. DOI: 10.3969/j.issn.1001-1986.2020.04.009

基于低强度抗渗混凝土的露天煤矿帷幕截水技术

Water cutoff curtain technology of open-pit coal mine based on low strength impermeable concrete

  • 摘要: 混凝土地下连续墙具有施工方便、质量可靠、抗渗性好等优点,在水利水电、基坑支护、地铁等防渗工程中广泛应用,所用材料既有塑性混凝土,也有刚性混凝土。在内蒙古某露天煤矿截水帷幕工程中,针对其工程地质与水文地质特征,研发一种低强度(8~10 MPa)抗渗(P6级)混凝土作为墙体浇筑材料,该混凝土水胶比值为0.68,砂率为45%,1 m3混凝土中各原材料质量分别为:水泥180 kg,粉煤灰200 kg,膨润土20 kg,砂720 kg,石子880 kg。分析了其渗透与抗渗机理,并通过钻孔取心和围井抽水试验对其效果进行了验证。试验结果表明:混凝土墙体浇筑完整、连续,抗压强度达8.3 MPa,渗透系数达8.67×10-7 cm/s。工程实施后矿坑疏排水量显著减少,该措施为矿区水资源及矿坑周边草原植被等生态环境保护奠定了基础。

     

    Abstract: The concrete underground continuous wall has the advantages of convenient construction, reliable quality, good impermeability and so on. It is widely used in water conservancy, hydropower, foundation pit support, subway and other impermeability projects. The materials used are both plastic concrete and rigid concrete. In the water-cutting curtain project of an open-pit coal mine in Inner Mongolia, according to its engineering geological and hydrogeological characteristics, a kind of low-strength(8-10 MPa) impermeable(P6 grade) concrete was developed as the wall casting material, which water/cementitious materials ratio is 0.68, sand ratio is 45%, For 1 m3 of concrete, the content of each material is 180 kg of cement, 200 kg of fly ash, 20 kg of bentonite, 720 kg of sand and 880 kg of stones. The mechanism of permeability and anti-permeability was analyzed, and the results were verified by the test of drilling and pumping. The test results show that the concrete wall is complete and continuous, its compressive strength is up to 8.3 MPa, and its permeability coefficient is as low as 8.67×10-7cm/s. After the implementation of the project, the drainage of the pit is significantly reduced, and the measure guarantees the development of safety, green and sustainable of coal mine, and has a significant economic, social and ecological benefit.

     

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