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工业废渣和膨润土协同固化污泥的性能与微观特征

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为探究工业废渣和膨润土协同处置市政污泥的应用效果,利用工业废渣(高炉矿渣和脱硫石膏)等量取代部分水泥,设计制备了低水泥掺量的工业废渣基复合固化剂(简称复合固化剂),开展了复合固化剂和膨润土协同固化污泥的无侧限抗压强度、浸出液重金属浓度及COD测试,评价了复合固化剂和膨润土对固化污泥力学特性和环境安全性能的影响。通过XRD、TG/DTG、BET、SEM等微观测试手段,明确了复合固化剂协同膨润土固化稳定污泥的微观结构特征。结果表明:采用高炉矿渣和脱硫石膏等量取代部分水泥可大幅度提升固化污泥的强度,复合固化剂的最优质量配合比为高炉矿渣∶脱硫石膏∶水泥=6∶1∶3;在复合固化剂固化污泥基础上,掺加膨润土可明显提升固化污泥的强度以及环境安全性,膨润土的最优掺量为10%;采用10%膨润土等量取代部分复合固化剂,固化污泥强度可提升17%~23%,浸出液中重金属离子浓度和COD值可降低40%~60%;相比水泥固化污泥体系,复合固化剂和膨润土协同固化污泥可生成更多的C-S-H凝胶、钙矾石晶体等水化产物,且膨润土具有较好的细化孔隙效应,二者协同作用共同提升了固化污泥的密实度和强度,而胶凝物质的物理包裹以及膨润土的物理吸附、离子交换等作用显著改善了固化污泥中重金属离子和有机质的稳定效果。本研究成果可为市政污泥的低碳固化和资源化利用提供参考。
Performance and microscopic characteristics of industrial waste residues and bentonite-solidified sludge
To explore the synergistic treatment effect of municipal sludge using industrial waste residues and bentonite,a low-cement-content composite solidification agent(referred to as the composite solidification agent)was designed and prepared by substituting an equivalent amount of industrial waste residues(blast furnace slag and desulfurization gypsum)for a portion of the cement.Tests for unconfined compressive strength,leaching of heavy metals,and COD were conducted to assess both the mechanical properties and environmental safety performance of the composite curing agent and bentonite-solidified sludge.Additionally,the microscopic characteristics of the composite curing agent and bentonite-solidified sludge were illustrated through micro-testing approaches including XRD,TG/DTG,BET,and SEM.The results demonstrated that replacing a portion of cement with blast furnace slag and desulfurization gypsum could substantially enhance the strength of solidified sludge.Furthermore,the optimal mass ratio for the composite curing agent was constituted by blast furnace slag:desulfurization gypsum∶cement=6∶1∶3.On the basis of the composite curing agent-solidified sludge,adding bentonite could remarkably enhance the strength and environmental safety performance of solidified sludge,as well as the optimal content of bentonite was 10%.Substituting a portion of the composite curing agent with an equivalent quantity of 10%bentonite resulted in a 17%to 23%increase in the strength of the solidified sludge.Concurrently,the leaching concentration of heavy metals and COD values decreased by 40%to 60%.Compared with the cement-solidified sludge system,more hydration products,namely,C-S-H gel,and ettringite crystal,were generated in the system of the composite curing agent and bentonite-solidified sludge.Moreover,bentonite exhibited a favorable effect in refining pores.Consequently,the combined effect of the hydration products and bentonite substantially increased the compactness and strength of the solidified sludge.Meanwhile,the stability of heavy metal and organic matter in the solidified sludge was effectively enhanced by the physical wrapping of cementitious substances as well as the physical adsorption and ion exchange effect of bentonite.The findings of this study provide a reference for the low-carbon solidification and resource utilization of municipal sludge.

sludgeindustrial waste residuebentonitestrengthheavy metal leachingmicroscopic characteristics

王安辉、张艳芳、倪娇娇、荣辉、詹其伟、黄展魏

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中建安装集团有限公司,南京 210023

天津城建大学材料科学与工程学院,天津,300384

江苏科技大学土木工程与建筑学院,镇江 212000

污泥 工业废渣 膨润土 强度 重金属浸出 微观特征

住房和城乡建设部科学技术计划项目江苏省建设行业科技计划项目

2021-K-1142021ZD53

2024

环境工程学报
中国科学院生态环境研究中心

环境工程学报

CSTPCD北大核心
影响因子:0.804
ISSN:1673-9108
年,卷(期):2024.18(3)
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