残余掺加剂对盾构废浆絮凝分离特性的影响及作用机理

Influence and Action Mechanism of Residual Admixture on the Flocculation and Separation Characteristics of Waste Slurry in Shield Tunnels

  • 摘要: 泥水盾构施工中掺加剂对废弃泥浆絮凝分离特性的作用机理尚不明确,针对此问题,配制不同梯度的膨润土、羧甲基纤维素钠(CMC)废浆,研究残余掺加剂对废浆絮凝分离特性的影响及作用机理。研究发现,膨润土及CMC的存在使泥浆脱水效果变差,过滤比阻提升1~2个数量级;膨润土及CMC通过改变颗粒的电性特征、吸附架桥等影响土颗粒的水形态,使脱水效果恶化;具有电性中和、压缩聚合物分子链作用的聚合氯化铝(PAC)在处理废浆中取得较优的效果。基于研究结果,提出盾构泥浆配制方案及废弃泥浆处理对策。

     

    Abstract: The action mechanism of admixtures on flocculation and separation characteristics of waste slurry in slur? ry shield construction is still unclear. To figure out this, waste slurry with different gradients of bentonite and CMC(Carboxymethyl cellulose sodium) are prepared, so as to study the influence of residual admixtures on the flocculation and separation characteristics of waste slurry and the action mechanism. Research shows that the presence of bentonite and CMC deteriorates the dewatering effect of slurry, and increases the specific filtration resistance by 1~2 orders of magnitude; Bentonite and CMC affect the water form of soil particles by changing their electrical characteristics and by adsorption and bridging, deteriorating the dehydration effect; Polyaluminium chloride (PAC), which has the function of electrical neutralization and compressing polymer molecular chains, has achieved better results in waste slurry treatment. Based on the research results, the countermeasure for the preparation of shield slurry and the treatment of waste slurry is proposed.

     

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