试验研究 2026年 第卷 第10期

DOI: 10.7672 / sgjs2026100151

不同改性固化剂掺量下高聚物注浆性能试验研究

周 扬¹,曾 洋²,王 乐²,师连政²

作者简介:

周 扬,工程师,E⁃mail:464254989@ qq. com

作者单位:

1. 中国安能集团第三工程局有限公司成都分公司,四川 成都 611130;2. 长安大学公路学院,陕西 西安 710064

摘要:

针对传统注浆材料存在黏度高、可注性差、扩散加固效果不足等问题,以改性胺类固化剂掺入水性环氧树脂制备的高聚物作为新型注浆材料,通过凝结时间试验、黏度试验、无侧限抗压强度试验及注浆扩散试验,分析高聚物的注浆性能,并采用无侧限抗压强度试验、劈裂抗拉试验和 SEM 试验,评价高聚物对砂样力学性能及微观结构的改善效果. 试验结果显示:高聚物 Pb100 表现出最低的初始黏度、最长的可操作时间和最大的 28d 抗压强度;其扩散半径、扩散高度及有效注浆量均优于超细水泥和水玻璃;高聚物固化砂的抗压强度随掺量增加呈先增大后减小趋势,最优掺量为 20%;劈裂抗拉强度随掺量增加持续增长,最优掺量为 30%. 经高聚物胶结填充后,整体结构更稳定牢固.

English:

Aiming at the problems of high viscosity, poor injectability and insufficient diffusionreinforcement effect of traditional grouting materials, the polymer prepared by adding modified aminecuring agent into waterborne epoxy resin was used as a new grouting material. The grouting performanceof the polymer was analyzed by setting time test, viscosity test, unconfined compressive strength test andgrouting diffusion test. The unconfined compressive strength test, splitting tensile test and SEM test wereused to evaluate the improvement effect of polymer on the mechanical properties and microstructure ofsand samples. The test results show that the polymer Pb100 exhibits the lowest initial viscosity, thelongest operable time and the maximum 28d compressive strength. Its diffusion radius, diffusion heightand effective grouting amount are better than those of superfine cement and water glass. The compressivestrength of polymer solidified sand increases first and then decreases with the increase of dosage, and theoptimal dosage is 20%. The splitting tensile strength continues to increase with the increase of thecontent, and the optimal content is 30%. After polymer cementation filling, the overall structure is morestable and firm.