水泥基注浆材料浆液稳定性及其析水规律试验

Stability of cement-based grouting slurry and test of its bleeding law

  • 摘要: 为了探索不同配比下浆液的稳定性能及其沉积析水规律,改进了现有浆液静置析水试验装置,进行了浆液稳定性沉积析水试验,获得了水固比(0.6:1~3:1)、粉煤灰掺量(0%~90%)、水玻璃掺量(0~12%)单因素控制下的浆液样本在各时刻析水厚度值;引入浆液析水厚度生长理论,获得了不同配比条件下浆液析水厚度生长曲线;对浆液稳定性衡量法进行分类,并验证了浆液稳定性直接衡量法与间接衡量法的等效关系。结果表明:随着水固比增加,浆液稳定性减弱;粉煤灰能延长浆液最终析水时间,提高浆液稳定性;水玻璃能缩短浆液最终析水时间,降低浆液稳定性;析水厚度生长曲线呈现半"C"形;间接衡量法与直接衡量法不具有直接等效关系。研究成果为防治水注浆工程的浆液配比优化提供参考。

     

    Abstract: To better understand the stability performance and bleeding property of cement-based grouting slurry, a new test device was improved to get the separated-water thickness value of slurry samples at every time, and these samples were made and sorted according to the certain proportion of the water-solid ratio(0.6:1 to 3:1), fly ash content(0-90%) and sodium silicate content(0-12%). The growth theory for separated-water thickness was introduced, and the growth curves for all formulations were plotted. The slurry stability measurement method was classified, and the equivalence relation between the direct measurement method of slurry stability and the indirect measurement method was verified. The results were as follows:As the water-solid ratio increases, the slurry stability decreases. Fly ash can prolong the final water-separating time of slurry and improve the stability of slurry while sodium silicate can shorten the water-separating time. All the growth curves show a "half-C" shape and the results of indirect measurement and direct measurement are not equivalent.

     

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