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张箭, 任国平, 尹义豪, 钟小春, 张春雷, 梁禹. H型试剂对于大直径泥水盾构泥水分离处理的影响与应用[J]. 岩土工程学报, 2025, 47(1): 153-163. DOI: 10.11779/CJGE20230312
引用本文: 张箭, 任国平, 尹义豪, 钟小春, 张春雷, 梁禹. H型试剂对于大直径泥水盾构泥水分离处理的影响与应用[J]. 岩土工程学报, 2025, 47(1): 153-163. DOI: 10.11779/CJGE20230312
ZHANG Jian, REN Guoping, YIN Yihao, ZHONG Xiaochun, ZHANG Chunlei, LIANG Yu. Influences and applications of H-type reagent on slurry separation treatment of large-diameter slurry shield[J]. Chinese Journal of Geotechnical Engineering, 2025, 47(1): 153-163. DOI: 10.11779/CJGE20230312
Citation: ZHANG Jian, REN Guoping, YIN Yihao, ZHONG Xiaochun, ZHANG Chunlei, LIANG Yu. Influences and applications of H-type reagent on slurry separation treatment of large-diameter slurry shield[J]. Chinese Journal of Geotechnical Engineering, 2025, 47(1): 153-163. DOI: 10.11779/CJGE20230312

H型试剂对于大直径泥水盾构泥水分离处理的影响与应用

Influences and applications of H-type reagent on slurry separation treatment of large-diameter slurry shield

  • 摘要: 针对广东湛江湾海底隧道施工中出现的盾构废弃泥浆脱水速率慢、泥渣含水率高与废浆排放污染等问题,研发了一种新型H型脱水试剂。通过絮凝脱水试验、微观机理试验以及现场生产试验,揭示了泥浆泥水分离体积比/上清液浊度/粒径分布和Zeta电位等变化规律,综合评价H型试剂与3种聚丙烯酰胺(PAM)在泥浆脱水效果方面的差异。结果表明:H型试剂与泥浆作用的最优添加量为0.5%;与PAM相比,H型试剂前期沉降速度较慢,但脱水后的泥渣含水率降低了约18.1%,且上清液非常清澈,7.8的pH值符合直接外排条件;H型试剂兼具了较好的桥网作用与电中和作用,使粒径<10 μm的细粒更容易聚集成50 μm以上的大颗粒,加快了泥浆的絮凝速度。H型试剂营造了渗水性更强的Ca排水通道,降低泥浆的黏滞性,提高泥浆压滤脱水的效率;与原脱水试剂相比,现场使用0.1%的H型试剂,可提高30.5%的脱水泥样含固率,降低20%的工程成本。

     

    Abstract: A new H-type dewatering reagent is developed to address the problems of slow dewatering rate of shield waste slurry, high water content of sludge and pollution of wastewater discharge in the construction of Zhanjiang Bay undersea tunnel in Guangdong. Through the flocculation and dewatering tests, micromechanical tests and field production tests, the variation rules of slurry separation volume ratio/supernatant turbidity/grain-size distribution and zeta potential are revealed, and the differences between the H-type reagent and three types of polyacrylamide (PAM) in slurry dewatering effects are comprehensively evaluated. The results show that the optimum addition amount of the H-type reagent is 0.5%. Compared with that of the PAM, the settling rate of the H-type reagent is slower in the early stage, but the water content of the dewatered sludge is reduced by about 18.1%, and the supernatant is very clear, and the pH value of 7.8 meets the condition of direct discharge. The H-type reagent has both better bridging net action and electro-neutralization action, which makes it easier for the fine particles with particle size < 10 μm to aggregate into large particles with particle size > 50 μm, accelerating the flocculation velocity of the slurry. The H-type reagent creates Ca drainage channels with stronger water permeability, reducing the viscosity of the slurry and improving the efficiency of slurry press filtration and dewatering. Compared with the original dewatering reagent, the use of the H-type reagent of 0.1% on site can increase the solid content of de-cemented samples by 30.5% and reduce the project cost by 20%.

     

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