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无机盐协同下的煤层复合注水材料的性能应用研究

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煤矿开采过程中煤尘污染问题是威胁矿山安全的因素之一.煤层注水技术是通过溶液进入煤体裂-孔隙结构,增加煤层含水量,能有效抑制煤尘的产生而在煤矿中广泛应用.基于注水技术对注水材料进行了探究,采用接触角和表面张力测试,优选出最佳无机盐复合溶液(0.4%SDBS溶液和0.3 mol/L NaCl溶液),开展激光粒度分析及0.450~>0.300、0.300~>0.200、0.200~>0.150、0.150~0.125 mm四个粒度级别下的自发渗吸实验,探究不同颗粒的润湿性影响及现场实验验证.结果表明:不同粒径区间的煤尘颗粒具有相似的表面特性和吸附能力;在采煤机作业处、转运过程中、装载过程中的3处采煤工序的全尘降尘率为69.68%、80.71%、79.35%;呼吸性粉尘降尘率为74.45%、73.47%、69.95%.研究成果可为煤层注水降尘提供理论依据.
Study on properties and application of coal seam composite water injection materials under inorganic salt coordination
Coal dust pollution is one of the factors threatening mine safety in the process of coal mining.Coal seam water injection technology is widely used in coal mine because it can increase the water con-tent of coal seam by entering the fissure and pore structure of coal body through solution,and can ef-fectively restrain the generation of coal dust.Based on water injection technology,water injection ma-terials were explored,and the best inorganic salt composite solution(0.4%SDBS solution and 0.3 mol/L NaCl solution)was selected by using contact angle and surface tension tests.Laser particle size analysis and spontaneous imbibition experiments at four particle size levels of 0.450~>0.300,0.300~>0.200,0.200~>0.150,0.150~0.125 mm were carried out to explore the wettability effects of different particles and field experimental verification.The results showed that the coal dust particles with different particle size intervals had similar surface characteristics and adsorption capacity.The total dust removal rates of the three mining processes in the coal winning machine oper-ation site,transport process and loading process were 69.68%,80.71%and 79.35%.The dust removal rates of respirable dust were 74.45%,73.47%and 69.95%.The research results could provide theoretical basis for coal seam dust removal by water injection.

coal dustsurfactantcoal seam water injectionwettabilitysurface tension

张帅

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国家能源集团乌海能源有限责任公司,内蒙古乌海 016000

煤尘 表面活性剂 煤层注水 润湿性 表面张力

2024

建井技术
煤炭科学研究部院

建井技术

影响因子:0.85
ISSN:1002-6029
年,卷(期):2024.45(1)
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