静态破碎剂膨胀力学性能试验研究

    Experimental Research on Mechanical Properties of Static Breaking Agents

    • 摘要: 针对静态破碎剂的膨胀力学性能进行了深入研究,具体分析了水灰配比、拌和温度、孔径对膨胀压力的影响,通过数据分析得到了相应条件下的膨胀压力曲线。通过对比不同水灰配比下径向膨胀压力的大小,并同时考虑到破碎剂的流动性,得出静态破碎剂的最佳水灰比应控制在0.2~0.3之间;静态破碎剂随着孔径的增大膨胀压力逐渐增大,且轴向与径向膨胀压力之间的差异因为破碎剂水化固结后泊松比的增大而逐渐减小;拌和水温温度的增大能够加快破碎剂水化反应的进程。总结分析各条件下膨胀压力的试验结果可将水化反应划分为水化反应预热、快速反应膨胀、热量散逸降压、压力稳定4个阶段。

       

      Abstract: The expansion mechanical properties of static crushing agent were studied in detail, the effects of water-cement ratio, mixing temperature and pore size on the expansion pressure were analyzed in detail, through the data analysis, the expansion pressure curves under the corresponding conditions were obtained. By comparing the size of the radial expansion pressure at different water/cement ratios, at the same time, taking into account the flowability of the breaker, the optimum water-cement ratio of the static breaker should be controlled between 0.2 and 0.3; static cracking agent gradually increases in expansion pressure with the increasing of pore size, and the difference between the axial and radial expansion pressure gradually decreases as the Poisson’s ratio increases after hydration consolidation of the breaker; increasing the temperature of the mixing water temperature can accelerate the hydration reaction of the breaker. Summarizing and analyzing the test results of the expansion pressure under various conditions, the hydration reaction can be divided into four stages: hydration reaction preheating, rapid reaction expansion, heat dissipation and pressure reduction, and pressure stabilization.

       

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