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首页> 外文期刊>Chemosphere >Influence Of Carbonation On The Acid Neutralization Capacity Of Cements And Cement-solidified/stabilized Electroplating Sludge
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Influence Of Carbonation On The Acid Neutralization Capacity Of Cements And Cement-solidified/stabilized Electroplating Sludge

机译:碳化对水泥和水泥固化/稳定电镀污泥酸中和能力的影响

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摘要

Portland cement (PC) and blended cements containing pulverized fuel ash (PFA) or granulated blast-furnace slag (GCBS) were used to solidify/stabilize an electroplating sludge in this work. The acid neutralization capacity (ANC) of the hydrated pastes increased in the order of PC > PC/GGBS > PC/PFA. The GGBS or PFA replacement (80 wt%) reduced the ANC of the hydrated pastes by 30-50%. The ANC of the blended cement-solidified electroplating sludge (cement/sludge 1:2) was 20-30% higher than that of the hydrated blended cement pastes. Upon carbonation, there was little difference in the ANC of the three cement pastes, but the presence of electroplating sludge (cement/sludge 1:2) increased the ANC by 20%. Blended cements were more effective binders for immobilization of Ni, Cr and Cu, compared with PC, whereas Zn was encapsulated more effectively in the latter. Accelerated carbonation improved the immobilization of Cr, Cu and Zn, but not Ni. The geochemical code PHREEQC, with the edited database from EQ3/6 and HATCHES, was used to calculate the saturation index and solubility of likely heavy metal precipitates in cement-based solidification/stabilization systems. The release of heavy metals could be related to the disruption of cement matrices and the remarkable variation of solubility of heavy metal precipitates at different pH values.
机译:在这项工作中,使用波特兰水泥(PC)和含粉煤灰(PFA)或粒状高炉矿渣(GCBS)的混合水泥来固化/稳定电镀污泥。水合浆料的酸中和能力(ANC)以PC> PC / GGBS> PC / PFA的顺序增加。 GGBS或PFA替代品(80重量%)使水合糊剂的ANC降低了30-50%。水泥固化的混合电镀污泥(水泥/污泥为1:2)的ANC比水合的水泥混合浆的ANC高20-30%。碳化后,三种水泥浆的ANC几乎没有差异,但是电镀污泥(水泥/污泥1:2)的存在使ANC增加了20%。与PC相比,混合水泥是固定Ni,Cr和Cu的更有效的粘合剂,而Zn则更有效地封装在后者中。加速碳化改善了Cr,Cu和Zn的固定,但没有改善Ni的固定。地球化学代码PHREEQC,以及EQ3 / 6和HATCHES的编辑数据库,用于计算水泥基固化/稳定化系统中可能的重金属沉淀物的饱和指数和溶解度。重金属的释放可能与水泥基质的破坏以及重金属沉淀物在不同pH值下溶解度的显着变化有关。

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