矿用引气湿喷混凝土管输阻力研究

    Research on pipe delivery resistance of air-entrained wet shotcrete for mines

    • 摘要: 湿式喷浆支护作为一种高效支护手段被广泛应用于矿井中,但在管道泵送混凝土的过程中,经常会遇到管道阻塞的问题,对施工的安全性和效率造成了严重的影响。引气剂的使用可以明显增强混凝土的流动性,并减少管道堵塞的可能。为探究引气剂的加入对喷射混凝土工作性能及泵送效果的影响,基于湿式喷浆泵送试验平台铺设了27 m长的喷射混凝土输送管道(在其中布置了应变采集器),对引气湿喷混凝土泵送压强的变化以及泵送前后的引气混凝土工作特性的变化进行了研究,并对泵送过程中的管输压降进行了分析。研究结果表明:当引气剂的添加量(质量分数)由0.025%增加到0.050%时,各测点引气湿喷混凝土的管道泵送压强均呈降低趋势,降幅为8.64%~18.81%,这是因为引气剂能够增强混凝土的流动性并减少混凝土管道输送的泵送压强;引气剂掺量为0.050%时的混凝土泵送长度每增加1 m,平均单位压降为18.5 kPa;引气剂掺量为0.025%时混凝土泵送长度每增加1 m,平均单位压降为20.7 kPa/m。此外,循环泵送次数对混凝土工作性能与流变参数具有明显影响:2次泵送与4次泵送的混凝土在泵送前后含气量分别增加了15.7%和64.0%,相对屈服应力分别增加了25.1%和28.0%。

       

      Abstract: Wet shotcrete support is widely used in mines as an efficient means of support. However, in the process of pumping concrete using pipes, the problem of pipe blockage is often encountered, which has a serious impact on the safety and efficiency of the construction. The use of air-entraining agents can significantly enhance the fluidity of concrete and reduce the possibility of pipe blockage. In order to investigate the influence of the addition of air-entraining agent on the working performance and pumping effect of shotcrete, a 27 m long shotcrete conveying pipeline was laid based on the wet shotcrete pumping test platform, in which a strain collector was arranged, to investigate the changes in the pumping resistance of the air-entraining wet shotcrete and the changes in the working characteristics of the air-entraining concrete before and after the pumping, and analyze the pressure drop of the pipe conveyance during the pumping process. The results show that when the addition amount (mass fraction) of air-entraining agent is increased from 0.025% to 0.050%, the pipeline pumping resistance of air-entraining wet-sprayed concrete at each measurement point shows a decreasing trend, with a decrease of 8.64% to 18.81%, this is because the air-entraining agent can enhance the fluidity of concrete and reduce the pumping resistance of concrete pipeline transportation; the average unit pressure drop was 18.5 kPa for every 1 m increase in the pumping length of concrete with 0.050% air-entraining agent; the average unit pressure drop was 20.7 kPa for every 1 m increase in the pumping length of concrete with 0.025% air-entraining agen. In addition, the number of pumping cycles had a significant effect on the workability and rheological parameters of the concrete, the air content of the concrete before and after pumping increased by 15.7% and 64.0%, and the relative yield stress increased by 25.1% and 28% for the concrete with 2 pumping cycles and 4 pumping cycles, respectively.

       

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