高水位卵石层盆式注浆止水技术研究及工程应用

Research on the Engineering Application of Enclosed Waterproof Curtain in High Permeability Stratum with Flowing Water

  • 摘要: 为解决高水位、动水条件下卵石地层注浆止水效果不佳的问题,通过室内动水止水试验,分析不同注浆材料在高水头、动水条件下卵石层中的适用性。结果表明,水性聚氨酯在高水头、动水条件下止水能力强,留存率高;水泥-水玻璃双液浆和快硬硫铝酸盐水泥浆液在同等工况下止水效果不明显、留存率低。在此基础上,依托北京地铁某车站换乘厅基坑工程,通过设置试验区域,对浆液材料的实际应用效果、不同施工工艺的适用性及注浆施工参数进行验证,并依据试验结果对后续整体注浆施工方案进行修正。工程实施时,通过控域注浆对开挖区域进行分区,可进一步降低开挖施工风险,保障基坑开挖作业顺利完成。

     

    Abstract: To address the issue of poor waterproofing effect of grouting in pebble strata under high water level and flow conditions, indoor flow waterproofing tests were conducted to analyze the applicability of different grouting materials in pebble strata under high water head and flow conditions. The results showed that waterborne polyurethane had strong waterproofing ability and high water retention rate under high water head and flow conditions. In contrast, the waterproofing effect of cement-sodium silicate double liquid grout and fast-hardening sulfur aluminate cement grout was limited and the water retention rate was low under similar conditions. Based on this, a test section was set up in the foundation pit project of a metro station transfer hall in Beijing to verify the actual effect of grouting materials, the applicability of different construction techniques, and the parameters of grouting construction. And the overall grouting construction plan was adjusted according to the test results. During the project implementation, the excavation area was divided into zones through controlled grouting, which could further reduce the risk of excavation construction and ensure the smooth progress of foundation pit excavation operations.

     

/

返回文章
返回